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loading</title> <meta name="description" content="Search results for: rail force loading"> <meta name="keywords" content="rail force loading"> <meta name="viewport" content="width=device-width, initial-scale=1, minimum-scale=1, maximum-scale=1, user-scalable=no"> <meta charset="utf-8"> <link href="https://cdn.waset.org/favicon.ico" type="image/x-icon" rel="shortcut icon"> <link href="https://cdn.waset.org/static/plugins/bootstrap-4.2.1/css/bootstrap.min.css" rel="stylesheet"> <link href="https://cdn.waset.org/static/plugins/fontawesome/css/all.min.css" rel="stylesheet"> <link href="https://cdn.waset.org/static/css/site.css?v=150220211555" rel="stylesheet"> </head> <body> <header> <div class="container"> <nav class="navbar navbar-expand-lg navbar-light"> <a class="navbar-brand" href="https://waset.org"> <img src="https://cdn.waset.org/static/images/wasetc.png" alt="Open Science Research Excellence" title="Open Science Research Excellence" /> </a> <button class="d-block d-lg-none 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action="https://publications.waset.org/abstracts/search"> <div id="custom-search-input"> <div class="input-group"> <i class="fas fa-search"></i> <input type="text" class="search-query" name="q" placeholder="Author, Title, Abstract, Keywords" value="rail force loading"> <input type="submit" class="btn_search" value="Search"> </div> </div> </form> </div> </div> <div class="row mt-3"> <div class="col-sm-3"> <div class="card"> <div class="card-body"><strong>Commenced</strong> in January 2007</div> </div> </div> <div class="col-sm-3"> <div class="card"> <div class="card-body"><strong>Frequency:</strong> Monthly</div> </div> </div> <div class="col-sm-3"> <div class="card"> <div class="card-body"><strong>Edition:</strong> International</div> </div> </div> <div class="col-sm-3"> <div class="card"> <div class="card-body"><strong>Paper Count:</strong> 3881</div> </div> </div> </div> <h1 class="mt-3 mb-3 text-center" style="font-size:1.6rem;">Search results for: rail force loading</h1> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3881</span> Features of Rail Strength Analysis in Conditions of Increased Force Loading</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=G.%20Guramishvili">G. Guramishvili</a>, <a href="https://publications.waset.org/abstracts/search?q=M.%20Moistsrapishvili"> M. Moistsrapishvili</a>, <a href="https://publications.waset.org/abstracts/search?q=L.%20Andghuladze"> L. Andghuladze</a> </p> <p class="card-text"><strong>Abstract:</strong></p> In the article are considered the problems arising at increasing of transferring from rolling stock axles on rail loading from 210 KN up to 270 KN and is offered for rail strength analysis definition of rail force loading complex integral characteristic with taking into account all affecting force factors that is characterizing specific operation condition of rail structure and defines the working capability of structure. As result of analysis due mentioned method is obtained that in the conditions of 270 KN loading the rail meets the working assessment criteria of rail and rail structures: Strength, rail track stability, rail links stability and its transverse stability, traffic safety condition that is rather important for post-Soviet countries railways. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=axial%20loading" title="axial loading">axial loading</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20force%20loading" title=" rail force loading"> rail force loading</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20structure" title=" rail structure"> rail structure</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20strength%20analysis" title=" rail strength analysis"> rail strength analysis</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20track%20stability" title=" rail track stability"> rail track stability</a> </p> <a href="https://publications.waset.org/abstracts/8609/features-of-rail-strength-analysis-in-conditions-of-increased-force-loading" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/8609.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">426</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3880</span> Vertical and Lateral Vibration Response for Corrugated Track Curves Supported on High-Density Polyethylene and Hytrel Rail Pads</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=B.M.%20Balekwa">B.M. Balekwa</a>, <a href="https://publications.waset.org/abstracts/search?q=D.V.V.%20Kallon"> D.V.V. Kallon</a>, <a href="https://publications.waset.org/abstracts/search?q=D.J.%20Fourie"> D.J. Fourie</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Modal analysis is applied to establish the dynamic difference between vibration response of the rails supported on High Density Polyethylene (HDPE) and Hytrel/6358 rail pads. The experiment was conducted to obtain the results in the form of Frequency Response Functions (FRFs) in the vertical and lateral directions. Three antiresonance modes are seen in the vertical direction; one occurs at about 150 Hz when the rail resting on the Hytrel/6358 pad experiences a force mid-span. For the rail resting on this type of rail pad, no antiresonance occurs when the force is applied on the point of the rail that is resting on the pad and directly on top of a sleeper. The two antiresonance modes occur in a frequency range of 250 – 300 Hz in the vertical direction for the rail resting on HDPE pads. At resonance, the rail vibrates with a higher amplitude, but at antiresonance, the rail transmits vibration downwards to the sleepers. When the rail is at antiresonance, the stiffness of the rail pads play a vital role in terms of damping the vertical vibration to protect the sleepers. From the FRFs it is understood that the Hytrel/6358 rail pads perform better than the HDPE in terms of vertical response, given that at a lower frequency range of 0 – 300 Hz only one antiresonance mode was identified for vertical vibration of the rail supported on Hytrel/6358. This means the rail is at antiresonance only once within this frequency range and this is the only time when vibration is transmitted downwards. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=accelerance" title="accelerance">accelerance</a>, <a href="https://publications.waset.org/abstracts/search?q=FRF" title=" FRF"> FRF</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20corrugation" title=" rail corrugation"> rail corrugation</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20pad" title=" rail pad"> rail pad</a> </p> <a href="https://publications.waset.org/abstracts/125399/vertical-and-lateral-vibration-response-for-corrugated-track-curves-supported-on-high-density-polyethylene-and-hytrel-rail-pads" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/125399.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">177</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3879</span> Evaluation of Current Methods in Modelling and Analysis of Track with Jointed Rails</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Hossein%20Askarinejad">Hossein Askarinejad</a>, <a href="https://publications.waset.org/abstracts/search?q=Manicka%20Dhanasekar"> Manicka Dhanasekar</a> </p> <p class="card-text"><strong>Abstract:</strong></p> In railway tracks, two adjacent rails are either welded or connected using bolted jointbars. In recent years the number of bolted rail joints is reduced by introduction of longer rail sections and by welding the rails at location of some joints. However, significant number of bolted rail joints remains in railways around the world as they are required to allow for rail thermal expansion or to provide electrical insulation in some sections of track. Regardless of the quality and integrity of the jointbar and bolt connections, the bending stiffness of jointbars is much lower than the rail generating large deflections under the train wheels. In addition, the gap or surface discontinuity on the rail running surface leads to generation of high wheel-rail impact force at the joint gap. These fundamental weaknesses have caused high rate of failure in track components at location of rail joints resulting in significant economic and safety issues in railways. The mechanical behavior of railway track at location of joints has not been fully understood due to various structural and material complexities. Although there have been some improvements in the methods for analysis of track at jointed rails in recent years, there are still uncertainties concerning the accuracy and reliability of the current methods. In this paper the current methods in analysis of track with a rail joint are critically evaluated and the new advances and recent research outcomes in this area are discussed. This research is part of a large granted project on rail joints which was defined by Cooperative Research Centre (CRC) for Rail Innovation with supports from Australian Rail Track Corporation (ARTC) and Queensland Rail (QR). <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=jointed%20rails" title="jointed rails">jointed rails</a>, <a href="https://publications.waset.org/abstracts/search?q=railway%20mechanics" title=" railway mechanics"> railway mechanics</a>, <a href="https://publications.waset.org/abstracts/search?q=track%20dynamics" title=" track dynamics"> track dynamics</a>, <a href="https://publications.waset.org/abstracts/search?q=wheel-rail%20interaction" title=" wheel-rail interaction"> wheel-rail interaction</a> </p> <a href="https://publications.waset.org/abstracts/24008/evaluation-of-current-methods-in-modelling-and-analysis-of-track-with-jointed-rails" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/24008.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">349</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3878</span> Simulation the Stress Distribution of Wheel/Rail at Contact Region</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Norie%20A.%20Akeel">Norie A. Akeel</a>, <a href="https://publications.waset.org/abstracts/search?q=Z.%20Sajuri"> Z. Sajuri</a>, <a href="https://publications.waset.org/abstracts/search?q=A.%20K.%20Ariffin"> A. K. Ariffin</a> </p> <p class="card-text"><strong>Abstract:</strong></p> This paper discusses the effect of different loading analysis on crack initiation life of wheel/rail in the contact region. A simulated three dimensional (3D) elasto plastic model of a wheel/rail contact is modeled using the fine mesh technique in the contact region by using Finite Element Method FEM code ANSYS 11.0 software. Different loads of approximately from 70 to 140 KN was applied on the wheel tread through the running surface on the railhead surface to simulate stress distribution (Von Mises) and a life prediction of the crack initiation under rolling contact motion. Stress analysis is achieved and the fatigue life to the rail head surface is calculated numerically by using a multi-axial fatigue life of crack initiation model. All results obtained from the previous researches are compared with this research. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=FEM" title="FEM">FEM</a>, <a href="https://publications.waset.org/abstracts/search?q=rolling%20contact" title=" rolling contact"> rolling contact</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20track" title=" rail track"> rail track</a>, <a href="https://publications.waset.org/abstracts/search?q=stress%20distribution" title=" stress distribution"> stress distribution</a>, <a href="https://publications.waset.org/abstracts/search?q=fatigue%20life" title=" fatigue life "> fatigue life </a> </p> <a href="https://publications.waset.org/abstracts/24766/simulation-the-stress-distribution-of-wheelrail-at-contact-region" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/24766.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">554</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3877</span> Impact Load Response of Light Rail Train Rail Guard</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Eyob%20Hundessa%20Gose">Eyob Hundessa Gose</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Nowadays, it is obviously known that the construction of different infrastructures is one measurement of the development of a country; infrastructures like buildings, bridges, roads, and railways are among them. In the capital city of Ethiopia, the so-called Addis Ababa, the Light Rail Train (LRT), was built Four years ago to satisfy the demand for transportation among the people in the city. The lane of the Train and vehicle separation Media was built with a curb and rail guard installation system to show the right-of-way and for protection of vehicles entering the Train Lane, but this Rail guard fails easily when impacted by vehicles and found that the impact load response of the Rail guard is weak and the Rail guard cannot withstand impact load. This study investigates the effect of variation of parameters such as vehicle speed and different mass effects and assesses the failure mode FRP and Steel reinforcement bar rail guards of deflection and damage state. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=impact%20load" title="impact load">impact load</a>, <a href="https://publications.waset.org/abstracts/search?q=fiber%20reinforced%20polymer" title=" fiber reinforced polymer"> fiber reinforced polymer</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20guard" title=" rail guard"> rail guard</a>, <a href="https://publications.waset.org/abstracts/search?q=LS-DYNA" title=" LS-DYNA"> LS-DYNA</a> </p> <a href="https://publications.waset.org/abstracts/183199/impact-load-response-of-light-rail-train-rail-guard" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/183199.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">59</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3876</span> The Effect of Pulsator on Washing Performance in a Front-Loading Washer</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Eung%20Ryeol%20Seo">Eung Ryeol Seo</a>, <a href="https://publications.waset.org/abstracts/search?q=Hee%20Tae%20Lim"> Hee Tae Lim</a>, <a href="https://publications.waset.org/abstracts/search?q=Eunsuk%20Bang"> Eunsuk Bang</a>, <a href="https://publications.waset.org/abstracts/search?q=Soon%20Cheol%20Kweon"> Soon Cheol Kweon</a>, <a href="https://publications.waset.org/abstracts/search?q=Jeoung-Kyo%20Jeoung"> Jeoung-Kyo Jeoung</a>, <a href="https://publications.waset.org/abstracts/search?q=Ji-Hoon%20Choic"> Ji-Hoon Choic</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The object of this study is to investigate the effect of pulsator on washing performance quantitatively for front-loading washer. The front-loading washer with pulsator shows washing performance improvement of 18% and the particle-based body simulation technique has been applied to figure out the relation between washing performance and mechanical forces exerted on textile during washing process. As a result, the mechanical forces, such as collision force and strain force, acting on the textile have turned out to be about twice numerically. The washing performance improvement due to additional pulsate system has been utilized for customers to save 50% of washing time. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=front-loading%20washer" title="front-loading washer">front-loading washer</a>, <a href="https://publications.waset.org/abstracts/search?q=mechanical%20force" title=" mechanical force"> mechanical force</a>, <a href="https://publications.waset.org/abstracts/search?q=fabric%20movement" title=" fabric movement"> fabric movement</a>, <a href="https://publications.waset.org/abstracts/search?q=pulsator" title=" pulsator"> pulsator</a>, <a href="https://publications.waset.org/abstracts/search?q=time-saving" title=" time-saving"> time-saving</a> </p> <a href="https://publications.waset.org/abstracts/88328/the-effect-of-pulsator-on-washing-performance-in-a-front-loading-washer" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/88328.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">261</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3875</span> The Effect of Surface Conditions on Wear of a Railway Wheel and Rail</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=A.%20Shebani">A. Shebani</a>, <a href="https://publications.waset.org/abstracts/search?q=S.%20Iwnicki"> S. Iwnicki</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Understanding the nature of wheel and rail wear in the railway field is of fundamental importance to the safe and cost effective operation of the railways. Twin disc wear testing is used extensively for studying wear of wheel and rail materials. The University of Huddersfield twin disc rig was used in this paper to examine the effect of surface conditions on wheel and rail wear measurement under a range of wheel/rail contact conditions, with and without contaminants. This work focuses on an investigation of the effect of dry, wet, and lubricated conditions and the effect of contaminants such as sand on wheel and rail wear. The wheel and rail wear measurements were carried out by using a replica material and an optical profilometer that allows measurement of wear in difficult location with high accuracy. The results have demonstrated the rate at which both water and oil reduce wheel and rail wear. Scratches and other damage were seen on the wheel and rail surfaces after the addition of sand and consequently both wheel and rail wear damage rates increased under these conditions. This work introduced the replica material and an optical instrument as effective tools to study the effect of surface conditions on wheel and rail wear. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=railway%20wheel%2Frail%20wear" title="railway wheel/rail wear">railway wheel/rail wear</a>, <a href="https://publications.waset.org/abstracts/search?q=surface%20conditions" title=" surface conditions"> surface conditions</a>, <a href="https://publications.waset.org/abstracts/search?q=twin%20disc%20test%20rig" title=" twin disc test rig"> twin disc test rig</a>, <a href="https://publications.waset.org/abstracts/search?q=replica%20material" title=" replica material"> replica material</a>, <a href="https://publications.waset.org/abstracts/search?q=Alicona%20profilometer" title=" Alicona profilometer"> Alicona profilometer</a> </p> <a href="https://publications.waset.org/abstracts/47795/the-effect-of-surface-conditions-on-wear-of-a-railway-wheel-and-rail" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/47795.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">352</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3874</span> Choice of Sleeper and Rail Fastening Using Linear Programming Technique</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Luciano%20Oliveira">Luciano Oliveira</a>, <a href="https://publications.waset.org/abstracts/search?q=Elsa%20V%C3%A1squez-Alvarez"> Elsa Vásquez-Alvarez</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The increase in rail freight transport in Brazil in recent years requires new railway lines and the maintenance of existing ones, which generates high costs for concessionaires. It is in this context that this work is inserted, whose objective is to propose a method that uses Binary Linear Programming for the choice of sleeper and rail fastening, from various options, including the way to apply these materials, with focus to minimize costs. Unit value information, the life cycle each of material type, and service expenses are considered. The model was implemented in commercial software using real data for its validation. The formulated model can be replicated to support decision-making for other railway projects in the choice of sleepers and rail fastening with lowest cost. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=linear%20programming" title="linear programming">linear programming</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20fastening" title=" rail fastening"> rail fastening</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20sleeper" title=" rail sleeper"> rail sleeper</a>, <a href="https://publications.waset.org/abstracts/search?q=railway" title=" railway"> railway</a> </p> <a href="https://publications.waset.org/abstracts/144639/choice-of-sleeper-and-rail-fastening-using-linear-programming-technique" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/144639.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">199</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3873</span> Rail Degradation Modelling Using ARMAX: A Case Study Applied to Melbourne Tram System</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=M.%20Karimpour">M. Karimpour</a>, <a href="https://publications.waset.org/abstracts/search?q=N.%20Elkhoury"> N. Elkhoury</a>, <a href="https://publications.waset.org/abstracts/search?q=L.%20Hitihamillage"> L. Hitihamillage</a>, <a href="https://publications.waset.org/abstracts/search?q=S.%20Moridpour"> S. Moridpour</a>, <a href="https://publications.waset.org/abstracts/search?q=R.%20Hesami"> R. Hesami</a> </p> <p class="card-text"><strong>Abstract:</strong></p> There is a necessity among rail transportation authorities for a superior understanding of the rail track degradation overtime and the factors influencing rail degradation. They need an accurate technique to identify the time when rail tracks fail or need maintenance. In turn, this will help to increase the level of safety and comfort of the passengers and the vehicles as well as improve the cost effectiveness of maintenance activities. An accurate model can play a key role in prediction of the long-term behaviour of railroad tracks. An accurate model can decrease the cost of maintenance. In this research, the rail track degradation is predicted using an autoregressive moving average with exogenous input (ARMAX). An ARMAX has been implemented on Melbourne tram data to estimate the values for the tram track degradation. Gauge values and rail usage in Million Gross Tone (MGT) are the main parameters used in the model. The developed model can accurately predict the future status of the tram tracks. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=ARMAX" title="ARMAX">ARMAX</a>, <a href="https://publications.waset.org/abstracts/search?q=dynamic%20systems" title=" dynamic systems"> dynamic systems</a>, <a href="https://publications.waset.org/abstracts/search?q=MGT" title=" MGT"> MGT</a>, <a href="https://publications.waset.org/abstracts/search?q=prediction" title=" prediction"> prediction</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20degradation" title=" rail degradation"> rail degradation</a> </p> <a href="https://publications.waset.org/abstracts/77370/rail-degradation-modelling-using-armax-a-case-study-applied-to-melbourne-tram-system" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/77370.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">248</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3872</span> Rail-To-Rail Output Op-Amp Design with Negative Miller Capacitance Compensation</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Muhaned%20Zaidi">Muhaned Zaidi</a>, <a href="https://publications.waset.org/abstracts/search?q=Ian%20Grout"> Ian Grout</a>, <a href="https://publications.waset.org/abstracts/search?q=Abu%20Khari%20bin%20A%E2%80%99ain"> Abu Khari bin A’ain</a> </p> <p class="card-text"><strong>Abstract:</strong></p> In this paper, a two-stage op-amp design is considered using both Miller and negative Miller compensation techniques. The first op-amp design uses Miller compensation around the second amplification stage, whilst the second op-amp design uses negative Miller compensation around the first stage and Miller compensation around the second amplification stage. The aims of this work were to compare the gain and phase margins obtained using the different compensation techniques and identify the ability to choose either compensation technique based on a particular set of design requirements. The two op-amp designs created are based on the same two-stage rail-to-rail output CMOS op-amp architecture where the first stage of the op-amp consists of differential input and cascode circuits, and the second stage is a class AB amplifier. The op-amps have been designed using a 0.35mm CMOS fabrication process. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=op-amp" title="op-amp">op-amp</a>, <a href="https://publications.waset.org/abstracts/search?q=rail-to-rail%20output" title=" rail-to-rail output"> rail-to-rail output</a>, <a href="https://publications.waset.org/abstracts/search?q=Miller%20compensation" title=" Miller compensation"> Miller compensation</a>, <a href="https://publications.waset.org/abstracts/search?q=Negative%20Miller%20capacitance" title=" Negative Miller capacitance"> Negative Miller capacitance</a> </p> <a href="https://publications.waset.org/abstracts/58421/rail-to-rail-output-op-amp-design-with-negative-miller-capacitance-compensation" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/58421.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">338</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3871</span> Nonlinear Estimation Model for Rail Track Deterioration</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=M.%20Karimpour">M. Karimpour</a>, <a href="https://publications.waset.org/abstracts/search?q=L.%20Hitihamillage"> L. Hitihamillage</a>, <a href="https://publications.waset.org/abstracts/search?q=N.%20Elkhoury"> N. Elkhoury</a>, <a href="https://publications.waset.org/abstracts/search?q=S.%20Moridpour"> S. Moridpour</a>, <a href="https://publications.waset.org/abstracts/search?q=R.%20Hesami"> R. Hesami</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Rail transport authorities around the world have been facing a significant challenge when predicting rail infrastructure maintenance work for a long period of time. Generally, maintenance monitoring and prediction is conducted manually. With the restrictions in economy, the rail transport authorities are in pursuit of improved modern methods, which can provide precise prediction of rail maintenance time and location. The expectation from such a method is to develop models to minimize the human error that is strongly related to manual prediction. Such models will help them in understanding how the track degradation occurs overtime under the change in different conditions (e.g. rail load, rail type, rail profile). They need a well-structured technique to identify the precise time that rail tracks fail in order to minimize the maintenance cost/time and secure the vehicles. The rail track characteristics that have been collected over the years will be used in developing rail track degradation prediction models. Since these data have been collected in large volumes and the data collection is done both electronically and manually, it is possible to have some errors. Sometimes these errors make it impossible to use them in prediction model development. This is one of the major drawbacks in rail track degradation prediction. An accurate model can play a key role in the estimation of the long-term behavior of rail tracks. Accurate models increase the track safety and decrease the cost of maintenance in long term. In this research, a short review of rail track degradation prediction models has been discussed before estimating rail track degradation for the curve sections of Melbourne tram track system using Adaptive Network-based Fuzzy Inference System (ANFIS) model. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=ANFIS" title="ANFIS">ANFIS</a>, <a href="https://publications.waset.org/abstracts/search?q=MGT" title=" MGT"> MGT</a>, <a href="https://publications.waset.org/abstracts/search?q=prediction%20modeling" title=" prediction modeling"> prediction modeling</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20track%20degradation" title=" rail track degradation"> rail track degradation</a> </p> <a href="https://publications.waset.org/abstracts/77359/nonlinear-estimation-model-for-rail-track-deterioration" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/77359.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">335</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3870</span> Useful Lifetime Prediction of Rail Pads for High Speed Trains</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Chang%20Su%20Woo">Chang Su Woo</a>, <a href="https://publications.waset.org/abstracts/search?q=Hyun%20Sung%20Park"> Hyun Sung Park</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Useful lifetime evaluations of rail-pads were very important in design procedure to assure the safety and reliability. It is, therefore, necessary to establish a suitable criterion for the replacement period of rail pads. In this study, we performed properties and accelerated heat aging tests of rail pads considering degradation factors and all environmental conditions including operation, and then derived a lifetime prediction equation according to changes in hardness, thickness, and static spring constants in the Arrhenius plot to establish how to estimate the aging of rail pads. With the useful lifetime prediction equation, the lifetime of e-clip pads was 2.5 years when the change in hardness was 10% at 25°C; and that of f-clip pads was 1.7 years. When the change in thickness was 10%, the lifetime of e-clip pads and f-clip pads is 2.6 years respectively. The results obtained in this study to estimate the useful lifetime of rail pads for high speed trains can be used for determining the maintenance and replacement schedule for rail pads. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=rail%20pads" title="rail pads">rail pads</a>, <a href="https://publications.waset.org/abstracts/search?q=accelerated%20test" title=" accelerated test"> accelerated test</a>, <a href="https://publications.waset.org/abstracts/search?q=Arrhenius%20plot" title=" Arrhenius plot"> Arrhenius plot</a>, <a href="https://publications.waset.org/abstracts/search?q=useful%20lifetime%20prediction" title=" useful lifetime prediction"> useful lifetime prediction</a>, <a href="https://publications.waset.org/abstracts/search?q=mechanical%20engineering%20design" title=" mechanical engineering design"> mechanical engineering design</a> </p> <a href="https://publications.waset.org/abstracts/3182/useful-lifetime-prediction-of-rail-pads-for-high-speed-trains" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/3182.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">326</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3869</span> Substantial Fatigue Similarity of a New Small-Scale Test Rig to Actual Wheel-Rail System</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Meysam%20Naeimi">Meysam Naeimi</a>, <a href="https://publications.waset.org/abstracts/search?q=Zili%20Li"> Zili Li</a>, <a href="https://publications.waset.org/abstracts/search?q=Roumen%20Petrov"> Roumen Petrov</a>, <a href="https://publications.waset.org/abstracts/search?q=Rolf%20Dollevoet"> Rolf Dollevoet</a>, <a href="https://publications.waset.org/abstracts/search?q=Jilt%20Sietsma"> Jilt Sietsma</a>, <a href="https://publications.waset.org/abstracts/search?q=Jun%20Wu"> Jun Wu</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The substantial similarity of fatigue mechanism in a new test rig for rolling contact fatigue (RCF) has been investigated. A new reduced-scale test rig is designed to perform controlled RCF tests in wheel-rail materials. The fatigue mechanism of the rig is evaluated in this study using a combined finite element-fatigue prediction approach. The influences of loading conditions on fatigue crack initiation have been studied. Furthermore, the effects of some artificial defects (squat-shape) on fatigue lives are examined. To simulate the vehicle-track interaction by means of the test rig, a three-dimensional finite element (FE) model is built up. The nonlinear material behaviour of the rail steel is modelled in the contact interface. The results of FE simulations are combined with the critical plane concept to determine the material points with the greatest possibility of fatigue failure. Based on the stress-strain responses, by employing of previously postulated criteria for fatigue crack initiation (plastic shakedown and ratchetting), fatigue life analysis is carried out. The results are reported for various loading conditions and different defect sizes. Afterward, the cyclic mechanism of the test rig is evaluated from the operational viewpoint. The results of fatigue life predictions are compared with the expected number of cycles of the test rig by its cyclic nature. Finally, the estimative duration of the experiments until fatigue crack initiation is roughly determined. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=fatigue" title="fatigue">fatigue</a>, <a href="https://publications.waset.org/abstracts/search?q=test%20rig" title=" test rig"> test rig</a>, <a href="https://publications.waset.org/abstracts/search?q=crack%20initiation" title=" crack initiation"> crack initiation</a>, <a href="https://publications.waset.org/abstracts/search?q=life" title=" life"> life</a>, <a href="https://publications.waset.org/abstracts/search?q=rail" title=" rail"> rail</a>, <a href="https://publications.waset.org/abstracts/search?q=squats" title=" squats"> squats</a> </p> <a href="https://publications.waset.org/abstracts/18986/substantial-fatigue-similarity-of-a-new-small-scale-test-rig-to-actual-wheel-rail-system" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/18986.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">515</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3868</span> Load-Deflecting Characteristics of a Fabricated Orthodontic Wire with 50.6Ni 49.4Ti Alloy Composition</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Aphinan%20Phukaoluan">Aphinan Phukaoluan</a>, <a href="https://publications.waset.org/abstracts/search?q=Surachai%20Dechkunakorn"> Surachai Dechkunakorn</a>, <a href="https://publications.waset.org/abstracts/search?q=Niwat%20Anuwongnukroh"> Niwat Anuwongnukroh</a>, <a href="https://publications.waset.org/abstracts/search?q=Anak%20Khantachawana"> Anak Khantachawana</a>, <a href="https://publications.waset.org/abstracts/search?q=Pongpan%20Kaewtathip"> Pongpan Kaewtathip</a>, <a href="https://publications.waset.org/abstracts/search?q=Julathep%20Kajornchaiyakul"> Julathep Kajornchaiyakul</a>, <a href="https://publications.waset.org/abstracts/search?q=Peerapong%20Tua-Ngam"> Peerapong Tua-Ngam</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Aims: The objectives of this study was to determine the load-deflecting characteristics of a fabricated orthodontic wire with alloy composition of 50.6% (atomic weight) Ni and 49.4% (atomic weight) Ti and to compare the results with Ormco, a commercially available pre-formed NiTi orthodontic archwire. Materials and Methods: The ingots alloys with atomic weight ratio 50.6 Ni: 49.4 Ti alloy were used in this study. Three specimens were cut to have wire dimensions of 0.016 inch x0.022 inch. For comparison, a commercially available pre-formed NiTi archwire, Ormco, with dimensions of 0.016 inch x 0.022 inch was used. Three-point bending tests were performed at the temperature 36+1 °C using a Universal Testing Machine on the newly fabricated and commercial archwires to assess the characteristics of the load-deflection curve with loading and unloading forces. The loading and unloading features at the deflection points 0.25, 0.50, 0.75. 1.0, 1.25, and 1.5 mm were compared. Descriptive statistics was used to evaluate each variables, and independent t-test at p < 0.05 was used to analyze the mean differences between the two groups. Results: The load-deflection curve of the 50.6Ni: 49.4Ti wires exhibited the characteristic features of superelasticity. The curves at the loading and unloading slope of Ormco NiTi archwire were more parallel than the newly fabricated NiTi wires. The average deflection force of the 50.6Ni: 49.4Ti wire was 304.98 g and 208.08 g for loading and unloading, respectively. Similarly, the values were 358.02 g loading and 253.98 g for unloading of Ormco NiTi archwire. The interval difference forces between each deflection points were in the range 20.40-121.38 g and 36.72-92.82 g for the loading and unloading curve of 50.6Ni: 49.4Ti wire, respectively, and 4.08-157.08 g and 14.28-90.78 g for the loading and unloading curve of commercial wire, respectively. The average deflection force of the 50.6Ni: 49.4Ti wire was less than that of Ormco NiTi archwire, which could have been due to variations in the wire dimensions. Although a greater force was required for each deflection point of loading and unloading for the 50.6Ni: 49.4Ti wire as compared to Ormco NiTi archwire, the values were still within the acceptable limits to be clinically used in orthodontic treatment. Conclusion: The 50.6Ni: 49.4Ti wires presented the characteristics of a superelastic orthodontic wire. The loading and unloading force were also suitable for orthodontic tooth movement. These results serve as a suitable foundation for further studies in the development of new orthodontic NiTi archwires. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=50.6%20ni%2049.4%20Ti%20alloy%20wire" title="50.6 ni 49.4 Ti alloy wire">50.6 ni 49.4 Ti alloy wire</a>, <a href="https://publications.waset.org/abstracts/search?q=load%20deflection%20curve" title=" load deflection curve"> load deflection curve</a>, <a href="https://publications.waset.org/abstracts/search?q=loading%20and%20unloading%20force" title=" loading and unloading force"> loading and unloading force</a>, <a href="https://publications.waset.org/abstracts/search?q=orthodontic" title=" orthodontic"> orthodontic</a> </p> <a href="https://publications.waset.org/abstracts/50227/load-deflecting-characteristics-of-a-fabricated-orthodontic-wire-with-506ni-494ti-alloy-composition" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/50227.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">303</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3867</span> Evaluating Emission Reduction Due to a Proposed Light Rail Service: A Micro-Level Analysis</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Saeid%20Eshghi">Saeid Eshghi</a>, <a href="https://publications.waset.org/abstracts/search?q=Neeraj%20Saxena"> Neeraj Saxena</a>, <a href="https://publications.waset.org/abstracts/search?q=Abdulmajeed%20Alsultan"> Abdulmajeed Alsultan</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Carbon dioxide (CO<sub>2</sub>) alongside other gas emissions in the atmosphere cause a greenhouse effect, resulting in an increase of the average temperature of the planet. Transportation vehicles are among the main contributors of CO<sub>2</sub> emission. Stationary vehicles with initiated motors produce more emissions than mobile ones. Intersections with traffic lights that force the vehicles to become stationary for a period of time produce more CO<sub>2</sub> pollution than other parts of the road. This paper focuses on analyzing the CO<sub>2</sub> produced by the traffic flow at Anzac Parade Road - Barker Street intersection in Sydney, Australia, before and after the implementation of Light rail transport (LRT). The data are gathered during the construction phase of the LRT by collecting the number of vehicles on each path of the intersection for 15 minutes during the evening rush hour of 1 week (6-7 pm, July 04-31, 2018) and then multiplied by 4 to calculate the flow of vehicles in 1 hour. For analyzing the data, the microscopic simulation software “VISSIM” has been used. Through the analysis, the traffic flow was processed in three stages: before and after implementation of light rail train, and one during the construction phase. Finally, the traffic results were input into another software called “EnViVer”, to calculate the amount of CO<sub>2</sub> during 1 h. The results showed that after the implementation of the light rail, CO<sub>2</sub> will drop by a minimum of 13%. This finding provides an evidence that light rail is a sustainable mode of transport. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=carbon%20dioxide" title="carbon dioxide">carbon dioxide</a>, <a href="https://publications.waset.org/abstracts/search?q=emission%20modeling" title=" emission modeling"> emission modeling</a>, <a href="https://publications.waset.org/abstracts/search?q=light%20rail" title=" light rail"> light rail</a>, <a href="https://publications.waset.org/abstracts/search?q=microscopic%20model" title=" microscopic model"> microscopic model</a>, <a href="https://publications.waset.org/abstracts/search?q=traffic%20flow" title=" traffic flow"> traffic flow</a> </p> <a href="https://publications.waset.org/abstracts/104326/evaluating-emission-reduction-due-to-a-proposed-light-rail-service-a-micro-level-analysis" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/104326.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">143</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3866</span> Structural and Microstructural Investigation into Causes of Rail Squat Defects and Their Correlation with White Etching Layers</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=A.%20Al-Juboori">A. Al-Juboori</a>, <a href="https://publications.waset.org/abstracts/search?q=D.%20Wexler"> D. Wexler</a>, <a href="https://publications.waset.org/abstracts/search?q=H.%20Li"> H. Li</a>, <a href="https://publications.waset.org/abstracts/search?q=H.%20Zhu"> H. Zhu</a>, <a href="https://publications.waset.org/abstracts/search?q=C.%20Lu"> C. Lu</a>, <a href="https://publications.waset.org/abstracts/search?q=A.%20McCusker"> A. McCusker</a>, <a href="https://publications.waset.org/abstracts/search?q=J.%20McLeod"> J. McLeod</a>, <a href="https://publications.waset.org/abstracts/search?q=S.%20Pannila"> S. Pannila</a>, <a href="https://publications.waset.org/abstracts/search?q=Z.%20Wang"> Z. Wang</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Squats are a type railhead defect related to rolling contact fatigue (RCF) damage and are considered serious problem affecting a wide range of railway networks across the world. Squats can lead to partial or complete rail failure. Formation mechanics of squats on the surface of rail steel is still a matter of debate. In this work, structural and microstructural observations from ex-service damaged rail both confirms the phases present in white etching layer (WEL) regions and relationship between cracking in WEL and squat defect formation. XRD synchrotron results obtained from the top surfaces of rail regions containing both WEL and squat defects reveal that these regions contain both martensite and retained austenite. Microstructural analysis of these regions revealed the occurrence cracks extending from WEL down into the rail through the squat region. These findings obtained from field rail specimen support the view that WEL contains regions of austenite and martensitic transformation product, and that cracks in this brittle surface layer propagate deeper into the rail as squats originate and grow. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=squat" title="squat">squat</a>, <a href="https://publications.waset.org/abstracts/search?q=white%20etching%20layer" title=" white etching layer"> white etching layer</a>, <a href="https://publications.waset.org/abstracts/search?q=rolling%20contact%20fatigue" title=" rolling contact fatigue"> rolling contact fatigue</a>, <a href="https://publications.waset.org/abstracts/search?q=synchrotron%20diffraction" title=" synchrotron diffraction"> synchrotron diffraction</a> </p> <a href="https://publications.waset.org/abstracts/83593/structural-and-microstructural-investigation-into-causes-of-rail-squat-defects-and-their-correlation-with-white-etching-layers" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/83593.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">330</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3865</span> Full Analytical Procedure to Derive P-I Diagram of a Steel Beam under Blast Loading</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=L.%20Hamra">L. Hamra</a>, <a href="https://publications.waset.org/abstracts/search?q=J.%20F.%20Demonceau"> J. F. Demonceau</a>, <a href="https://publications.waset.org/abstracts/search?q=V.%20Deno%C3%ABl"> V. Denoël</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The aim of this paper is to study a beam extracted from a frame and subjected to blast loading. The demand of ductility depends on six dimensionless parameters: two related to the blast loading, two referring to the bending behavior of the beam and two corresponding to the dynamic behavior of the rest of the structure. We develop a full analytical procedure that provides the ductility demand as a function of these six dimensionless parameters. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=analytical%20procedure" title="analytical procedure">analytical procedure</a>, <a href="https://publications.waset.org/abstracts/search?q=blast%20loading" title=" blast loading"> blast loading</a>, <a href="https://publications.waset.org/abstracts/search?q=membrane%20force" title=" membrane force"> membrane force</a>, <a href="https://publications.waset.org/abstracts/search?q=P-I%20diagram" title=" P-I diagram"> P-I diagram</a> </p> <a href="https://publications.waset.org/abstracts/13731/full-analytical-procedure-to-derive-p-i-diagram-of-a-steel-beam-under-blast-loading" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/13731.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">427</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3864</span> Loading Forces following Addition of 5% Cu in Nickel-Titanium Alloy Used for Orthodontics</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Aphinan%20Phukaoluan">Aphinan Phukaoluan</a>, <a href="https://publications.waset.org/abstracts/search?q=Surachai%20Dechkunakorn"> Surachai Dechkunakorn</a>, <a href="https://publications.waset.org/abstracts/search?q=Niwat%20Anuwongnukroh"> Niwat Anuwongnukroh</a>, <a href="https://publications.waset.org/abstracts/search?q=Anak%20Khantachawana"> Anak Khantachawana</a>, <a href="https://publications.waset.org/abstracts/search?q=Pongpan%20Kaewtathip"> Pongpan Kaewtathip</a>, <a href="https://publications.waset.org/abstracts/search?q=Julathep%20Kajornchaiyakul"> Julathep Kajornchaiyakul</a>, <a href="https://publications.waset.org/abstracts/search?q=Wassana%20Wichai"> Wassana Wichai</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Aims: This study aims to address the amount of force delivered by a NiTiCu orthodontic wire with a ternary composition ratio of 46.0 Ni: 49.0 Ti: 5.0 Cu and to compare the results with a commercial NiTiCu 35 °C orthodontic archwire. Materials and Methods: Nickel (purity 99.9%), Titanium (purity 99.9%), and Copper (purity 99.9%) were used in this study with the atomic weight ratio 46.0 Ni: 49.0 Ti: 5.0 Cu. The elements were melted to form an alloy using an electrolytic arc furnace in argon gas atmosphere and homogenized at 800 °C for 1 hr. The alloys were subsequently sliced into thin plates (1.5mm) by EDM wire cutting machine to obtain the specimens and were cold-rolled with 30% followed by heat treatment in a furnace at 400 °C for 1 hour. Then, the three newly fabricated NiTiCu specimens were cut in nearly identical wire sizes of 0.016 inch x0.022 inch. Commercial preformed Ormco NiTiCu35 °C archwire with size 0.016 inch x 0.022 inches were used for comparative purposes. Three-point bending test was performed using a Universal Testing Machine to investigate the force of the load-deflection curve at oral temperature (36 °C+ 1) with deflection points at 0.25, 0.5, 0.75, 1.0. 1.25, and 1.5 mm. Descriptive statistics was used to evaluate each variables and independent t-test was used to analyze the differences between the groups. Results: Both NiTiCu wires presented typical superelastic properties as observed from the load-deflection curve. The average force was 341.70 g for loading, and 264.18 g for unloading for 46.0 Ni: 49.0 Ti: 5.0 Cu wire. Similarly, the values were 299.88 g for loading, and 201.96 g for unloading of Ormco NiTiCu35°C. There were significant differences (p < 0.05) in mean loading and unloading forces between the two NiTiCu wires. The deflection forces in loading and unloading force for Ormco NiTiCu at each point were less than 46.0 Ni: 49.0 Ti: 5.0 Cu wire, except at the deflection point of 0.25mm. Regarding the force difference between each deflection point of loading and unloading force, Ormco NiTiCu35 °C exerted less force than 46.0 Ni: 49.0 Ti: 5.0 Cu wire, except at difference deflection at 1.5-1.25 mm of unloading force. However, there were still within the acceptable limits for orthodontic use. Conclusion: The fabricated ternary alloy of 46.0 Ni: 49.0 Ti: 5.0 Cu (atomic weight) with 30% reduction and heat treatment at 400°C for 1 hr. and Ormco 35 °C NiTiCu presented the characteristics of the shape memory in their wire form. The unloading forces of both NiTiCu wires were in the range of orthodontic use. This should be a good foundation for further studies towards development of new orthodontic NiTiCu archwires. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=loading%20force" title="loading force">loading force</a>, <a href="https://publications.waset.org/abstracts/search?q=ternary%20alloy" title=" ternary alloy"> ternary alloy</a>, <a href="https://publications.waset.org/abstracts/search?q=NiTiCu" title=" NiTiCu"> NiTiCu</a>, <a href="https://publications.waset.org/abstracts/search?q=shape%20memory" title=" shape memory"> shape memory</a>, <a href="https://publications.waset.org/abstracts/search?q=orthodontic%20wire" title=" orthodontic wire"> orthodontic wire</a> </p> <a href="https://publications.waset.org/abstracts/50228/loading-forces-following-addition-of-5-cu-in-nickel-titanium-alloy-used-for-orthodontics" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/50228.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">285</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3863</span> Establishment of Standardized Bill of Material for Korean Urban Rail Transit System</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=J.%20E.%20Jung">J. E. Jung</a>, <a href="https://publications.waset.org/abstracts/search?q=J.%20M.%20Yang"> J. M. Yang</a>, <a href="https://publications.waset.org/abstracts/search?q=J.%20W.%20Kim"> J. W. Kim</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The railway market across the world has been standardized with the globalization strategy of Europe. On the other hand, the Korean urban railway system is operated by 10 operators which have established their standards and independently managed BOMs. When operators manage different BOMs, lack of system compatibility prevents them from sharing information and hinders work linkage and efficiency. Europe launched a large-scale railway project in 1993 when the European Union went into effect. In particular, the recent standardization efforts of the EU-funded MODTRAIN project are similar to the approach of the urban rail system standardization research that is underway in Korea. This paper looks into the BOMs of Koran urban rail transit operators and suggests the standard BOM for the rail transit system in Korea by reviewing rail vehicle technologies and the MODTRAIN project of Europe. The standard BOM is structured up to the key device level or module level, and it allows vehicle manufacturers and component manufacturers to manage their lower-level BOMs and share them with each other and with operators. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=BOM" title="BOM">BOM</a>, <a href="https://publications.waset.org/abstracts/search?q=Korean%20rail" title=" Korean rail"> Korean rail</a>, <a href="https://publications.waset.org/abstracts/search?q=urban%20rail" title=" urban rail"> urban rail</a>, <a href="https://publications.waset.org/abstracts/search?q=standardized" title=" standardized"> standardized</a> </p> <a href="https://publications.waset.org/abstracts/67065/establishment-of-standardized-bill-of-material-for-korean-urban-rail-transit-system" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/67065.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">313</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3862</span> Developing Cyber Security Asset Mangement Framework for UK Rail</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Shruti%20Kohli">Shruti Kohli</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The sophistication and pervasiveness of cyber-attacks are constantly growing, driven partly by technological progress, profitable applications in organized crime and state-sponsored innovation. The modernization of rail control systems has resulted in an increasing reliance on digital technology and increased the potential for security breaches and cyber-attacks. This research track showcases the need for developing a secure reusable scalable framework for enhancing cyber security of rail assets. A cyber security framework has been proposed that is being developed to detect the tell-tale signs of cyber-attacks against industrial assets. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=cyber%20security" title="cyber security">cyber security</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20asset" title=" rail asset"> rail asset</a>, <a href="https://publications.waset.org/abstracts/search?q=security%20threat" title=" security threat"> security threat</a>, <a href="https://publications.waset.org/abstracts/search?q=cyber%20ontology" title=" cyber ontology"> cyber ontology</a> </p> <a href="https://publications.waset.org/abstracts/48915/developing-cyber-security-asset-mangement-framework-for-uk-rail" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/48915.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">430</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3861</span> Identifying Key Factors for Accidents’ Severity at Rail-Road Level Crossings Using Ordered Probit Models</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Arefeh%20Lotfi">Arefeh Lotfi</a>, <a href="https://publications.waset.org/abstracts/search?q=Mahdi%20Babaei"> Mahdi Babaei</a>, <a href="https://publications.waset.org/abstracts/search?q=Ayda%20Mashhadizadeh"> Ayda Mashhadizadeh</a>, <a href="https://publications.waset.org/abstracts/search?q=Samira%20Nikpour"> Samira Nikpour</a>, <a href="https://publications.waset.org/abstracts/search?q=Morteza%20Bagheri"> Morteza Bagheri</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The main objective of this study is to investigate the key factors in accidents’ severity at rail-road level crossings. The data required for this study is obtained from both accident and inventory database of Iran Railways during 2009-2015. The Ordered Probit model is developed using SPSS software to identify the significant factors in the accident severity at rail-road level crossings. The results show that 'train speed', 'vehicle type' and 'weather' are the most important factors affecting the severity of the accident. The results of these studies assist to allocate resources in the right place. This paper suggests mandating the regulations to reduce train speed at rail-road level crossings in bad weather conditions to improve the safety of rail-road level crossings. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=rail-road%20level%20crossing" title="rail-road level crossing">rail-road level crossing</a>, <a href="https://publications.waset.org/abstracts/search?q=ordered%20probit%20model" title=" ordered probit model"> ordered probit model</a>, <a href="https://publications.waset.org/abstracts/search?q=accidents%E2%80%99%20severity" title=" accidents’ severity"> accidents’ severity</a>, <a href="https://publications.waset.org/abstracts/search?q=significant%20factors" title=" significant factors"> significant factors</a> </p> <a href="https://publications.waset.org/abstracts/127904/identifying-key-factors-for-accidents-severity-at-rail-road-level-crossings-using-ordered-probit-models" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/127904.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">151</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3860</span> A New Instrumented Drop-Weight Test Machine for Studying the Impact Behaviour of Reinforced Concrete Beams</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=M.%20Al-Farttoosi">M. Al-Farttoosi</a>, <a href="https://publications.waset.org/abstracts/search?q=M.%20Y.%20Rafiq"> M. Y. Rafiq</a>, <a href="https://publications.waset.org/abstracts/search?q=J.%20Summerscales"> J. Summerscales</a>, <a href="https://publications.waset.org/abstracts/search?q=C.%20Williams"> C. Williams</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Structures can be subjected to impact loading from various sources like earthquake, tsunami, missiles and explosions. The impact loading can cause different degrees of damage to concrete structures. The demand for strengthening and rehabilitation of damaged structures is increasing. In recent years, Car0bon Fibre Reinforced Polymer (CFRP) matrix composites has gain more attention for strengthening and repairing these structures. To study the impact behaviour of the reinforced concrete (RC) beams strengthened or repaired using CFRP, a heavy impact test machine was designed and manufactured .The machine included a newly designed support system for beams together with various instrumentation. This paper describes the support design configuration of the impact test machine, instrumentation and dynamic analysis of the concrete beams. To evaluate the efficiency of the new impact test machine, experimental impact tests were conducted on simple supported reinforced concrete beam. Different methods were used to determine the impact force and impact response of the RC beams in terms of inertia force, maximum deflection, reaction force and fracture energy. The manufactured impact test machine was successfully used in testing RC beams under impact loading and used successfully to test the reinforced concrete beams strengthened or repaired using CFRP under impact loading. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=beam" title="beam">beam</a>, <a href="https://publications.waset.org/abstracts/search?q=concrete" title=" concrete"> concrete</a>, <a href="https://publications.waset.org/abstracts/search?q=impact" title=" impact"> impact</a>, <a href="https://publications.waset.org/abstracts/search?q=machine" title=" machine"> machine</a> </p> <a href="https://publications.waset.org/abstracts/35977/a-new-instrumented-drop-weight-test-machine-for-studying-the-impact-behaviour-of-reinforced-concrete-beams" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/35977.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">423</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3859</span> An Efficient Approach for Shear Behavior Definition of Plant Stalk </h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=M.%20R.%20Kamandar">M. R. Kamandar</a>, <a href="https://publications.waset.org/abstracts/search?q=J.%20Massah"> J. Massah</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The information of the impact cutting behavior of plants stalk plays an important role in the design and fabrication of plants cutting equipment. It is difficult to investigate a theoretical method for defining cutting properties of plants stalks because the cutting process is complex. Thus, it is necessary to set up an experimental approach to determine cutting parameters for a single stalk. To measure the shear force, shear energy and shear strength of plant stalk, a special impact cutting tester was fabricated. It was similar to an Izod impact cutting tester for metals but a cutting blade and data acquisition system were attached to the end of pendulum's arm. The apparatus was included four strain gages and a digital indicator to show the real-time cutting force of plant stalk. To measure the shear force and also testing the apparatus, two plants’ stalks, like buxus and privet, were selected. The samples (buxus and privet stalks) were cut under impact cutting process at four loading rates 1, 2, 3 and 4 m.s<sup>-1</sup> and three internodes fifth, tenth and fifteenth by the apparatus. At buxus cutting analysis: the minimum value of cutting energy was obtained at fifth internode and loading rate 4 m.s<sup>-1</sup> and the maximum value of shear energy was obtained at fifteenth internode and loading rate 1 m.s<sup>-1</sup>. At privet cutting analysis: the minimum value of shear consumption energy was obtained at fifth internode and loading rate: 4 m.s<sup>-1</sup> and the maximum value of shear energy was obtained at fifteenth internode and loading rate: 1 m.s<sup>-1</sup>. The statistical analysis at both plants showed that the increase of impact cutting speed would decrease the shear consumption energy and shear strength. In two scenarios, the results showed that with increase the cutting speed, shear force would decrease. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=Buxus" title="Buxus">Buxus</a>, <a href="https://publications.waset.org/abstracts/search?q=Privet" title=" Privet"> Privet</a>, <a href="https://publications.waset.org/abstracts/search?q=impact%20cutting" title=" impact cutting"> impact cutting</a>, <a href="https://publications.waset.org/abstracts/search?q=shear%20energy" title=" shear energy"> shear energy</a> </p> <a href="https://publications.waset.org/abstracts/109634/an-efficient-approach-for-shear-behavior-definition-of-plant-stalk" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/109634.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">125</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3858</span> Application of Unmanned Aerial Vehicle in Urban Rail Transit Intelligent Inspection</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Xinglu%20Nie">Xinglu Nie</a>, <a href="https://publications.waset.org/abstracts/search?q=Feifei%20Tang"> Feifei Tang</a>, <a href="https://publications.waset.org/abstracts/search?q=Chuntao%20Wei"> Chuntao Wei</a>, <a href="https://publications.waset.org/abstracts/search?q=Zhimin%20Ruan"> Zhimin Ruan</a>, <a href="https://publications.waset.org/abstracts/search?q=Qianhong%20Zhu"> Qianhong Zhu</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Current method of manual-style inspection can not fully meet the requirement of the urban rail transit security in China. In this paper, an intelligent inspection method using unmanned aerial vehicle (UAV) is utilized. A series of orthophoto of rail transit monitored area was collected by UAV, image correction and registration were operated among multi-phase images, then the change detection was used to detect the changes, judging the engineering activities and human activities that may become potential threats to the security of urban rail. Not only qualitative judgment, but also quantitative judgment of changes in the security control area can be provided by this method, which improves the objectives and efficiency of the patrol results. The No.6 line of Chongqing Municipality was taken as an example to verify the validation of this method. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=rail%20transit" title="rail transit">rail transit</a>, <a href="https://publications.waset.org/abstracts/search?q=control%20of%20protected%20areas" title=" control of protected areas"> control of protected areas</a>, <a href="https://publications.waset.org/abstracts/search?q=intelligent%20inspection" title=" intelligent inspection"> intelligent inspection</a>, <a href="https://publications.waset.org/abstracts/search?q=UAV" title=" UAV"> UAV</a>, <a href="https://publications.waset.org/abstracts/search?q=change%20detection" title=" change detection"> change detection</a> </p> <a href="https://publications.waset.org/abstracts/76631/application-of-unmanned-aerial-vehicle-in-urban-rail-transit-intelligent-inspection" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/76631.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">369</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3857</span> A Calibration Device for Force-Torque Sensors</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Nicolay%20Zarutskiy">Nicolay Zarutskiy</a>, <a href="https://publications.waset.org/abstracts/search?q=Roman%20Bulkin"> Roman Bulkin</a> </p> <p class="card-text"><strong>Abstract:</strong></p> The paper deals with the existing methods of force-torque sensor calibration with a number of components from one to six, analyzed their advantages and disadvantages, the necessity of introduction of a calibration method. Calibration method and its constructive realization are also described here. A calibration method allows performing automated force-torque sensor calibration both with selected components of the main vector of forces and moments and with complex loading. Thus, two main advantages of the proposed calibration method are achieved: the automation of the calibration process and universality. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=automation" title="automation">automation</a>, <a href="https://publications.waset.org/abstracts/search?q=calibration" title=" calibration"> calibration</a>, <a href="https://publications.waset.org/abstracts/search?q=calibration%20device" title=" calibration device"> calibration device</a>, <a href="https://publications.waset.org/abstracts/search?q=calibration%20method" title=" calibration method"> calibration method</a>, <a href="https://publications.waset.org/abstracts/search?q=force-torque%20sensors" title=" force-torque sensors"> force-torque sensors</a> </p> <a href="https://publications.waset.org/abstracts/50156/a-calibration-device-for-force-torque-sensors" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/50156.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">646</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3856</span> A Critical Study on Unprecedented Employment Discrimination and Growth of Contractual Labour Engaged by Rail Industry in India</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Munmunlisa%20Mohanty">Munmunlisa Mohanty</a>, <a href="https://publications.waset.org/abstracts/search?q=K.%20D.%20Raju"> K. D. Raju</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Rail industry is one of the model employers in India has separate national legislation (Railways Act 1989) to regulate its vast employment structure, functioning across the country. Indian Railway is not only the premier transport industry of the country; indeed, it is Asia’s most extensive rail network organisation and the world’s second-largest industry functioning under one management. With the growth of globalization of industrial products, the scope of anti-employment discrimination is no more confined to gender aspect only; instead, it extended to the unregularized classification of labour force applicable in the various industrial establishments in India. And the Indian Rail Industry inadvertently enhanced such discriminatory employment trends by engaging contractual labour in an unprecedented manner. The engagement of contractual labour by rail industry vanished the core “Employer-Employee” relationship between rail management and contractual labour who employed through the contractor. This employment trend reduces the cost of production and supervision, discourages the contractual labour from forming unions, and reduces its collective bargaining capacity. So, the primary intention of this paper is to highlight the increasing discriminatory employment scope for contractual labour engaged by Indian Railways. This paper critically analyses the diminishing perspective of anti-employment opportunity practiced by Indian Railways towards contractual labour and demands an urgent outlook on the probable scope of anti-employment discrimination against contractual labour engaged by Indian Railways. The researcher used doctrinal methodology where primary materials (Railways Act, Contract Labour Act and Occupational, health and Safety Code, 2020) and secondary data (CAG Report 2018, Railways Employment Regulation Rules, ILO Report etc.) are used for the paper. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=anti-employment" title="anti-employment">anti-employment</a>, <a href="https://publications.waset.org/abstracts/search?q=CAG%20Report" title=" CAG Report"> CAG Report</a>, <a href="https://publications.waset.org/abstracts/search?q=contractual%20labour" title=" contractual labour"> contractual labour</a>, <a href="https://publications.waset.org/abstracts/search?q=discrimination" title=" discrimination"> discrimination</a>, <a href="https://publications.waset.org/abstracts/search?q=Indian%20Railway" title=" Indian Railway"> Indian Railway</a>, <a href="https://publications.waset.org/abstracts/search?q=principal%20employer" title=" principal employer"> principal employer</a> </p> <a href="https://publications.waset.org/abstracts/147398/a-critical-study-on-unprecedented-employment-discrimination-and-growth-of-contractual-labour-engaged-by-rail-industry-in-india" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/147398.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">170</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3855</span> The Rail Traffic Management with Usage of C-OTDR Monitoring Systems</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Andrey%20V.%20Timofeev">Andrey V. Timofeev</a>, <a href="https://publications.waset.org/abstracts/search?q=Dmitry%20V.%20Egorov"> Dmitry V. Egorov </a> </p> <p class="card-text"><strong>Abstract:</strong></p> This paper presents development results of usage of C-OTDR monitoring systems for rail traffic management. The C-OTDR method is based on vibrosensitive properties of optical fibers. Analysis of Rayleigh backscattering radiation parameters changes which take place due to microscopic seismoacoustic impacts on the optical fiber allows to determine seismoacoustic emission source positions and to identify their types. This approach proved successful for rail traffic management (moving block system, weigh- in-motion system etc). <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=C-OTDR%20systems" title="C-OTDR systems">C-OTDR systems</a>, <a href="https://publications.waset.org/abstracts/search?q=moving%20block-sections" title=" moving block-sections"> moving block-sections</a>, <a href="https://publications.waset.org/abstracts/search?q=rail%20traffic%20management" title=" rail traffic management"> rail traffic management</a>, <a href="https://publications.waset.org/abstracts/search?q=Rayleigh%20backscattering" title=" Rayleigh backscattering"> Rayleigh backscattering</a>, <a href="https://publications.waset.org/abstracts/search?q=weigh-in-motion" title=" weigh-in-motion"> weigh-in-motion</a> </p> <a href="https://publications.waset.org/abstracts/26086/the-rail-traffic-management-with-usage-of-c-otdr-monitoring-systems" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/26086.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">584</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3854</span> Multilayer Ceramic Capacitors: Based Force Sensor Array for Occlusal Force Measurement</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Sheng-Che%20Chen">Sheng-Che Chen</a>, <a href="https://publications.waset.org/abstracts/search?q=Keng-Ren%20Lin"> Keng-Ren Lin</a>, <a href="https://publications.waset.org/abstracts/search?q=Che-Hsin%20Lin"> Che-Hsin Lin</a>, <a href="https://publications.waset.org/abstracts/search?q=Hao-Yuan%20Tseng"> Hao-Yuan Tseng</a>, <a href="https://publications.waset.org/abstracts/search?q=Chih-Han%20Chang"> Chih-Han Chang</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Teeth play an important role in providing the essential nutrients. The force loading of chewing on the crow is important condition to evaluate long-term success of many dental treatments. However, the quantification of the force regarding forces are distributed over the dental crow is still not well recognized. This study presents an industrial-grade piezoelectric-based multilayer ceramic capacitors (MLCCs) force sensor for measuring the distribution of the force distribute over the first molar. The developed sensor array is based on a flexible polyimide electrode and barium titanate-based MLCCs. MLCCs are commonly used in the electronic industry and it is a typical electric component composed of BaTiO₃, which is used as a capacitive material. The most important is that it also can be used as a force-sensing component by its piezoelectric property. In this study, to increase the sensitivity as well as to reduce the variation of different MLCCs, a treatment process is utilized. The MLCC force sensors are able to measure large forces (above 500 N), making them suitable for measuring the bite forces on the tooth crown. Moreover, the sensors also show good force response and good repeatability. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=force%20sensor%20array" title="force sensor array">force sensor array</a>, <a href="https://publications.waset.org/abstracts/search?q=multilayer%20ceramic%20capacitors" title=" multilayer ceramic capacitors"> multilayer ceramic capacitors</a>, <a href="https://publications.waset.org/abstracts/search?q=occlusal%20force" title=" occlusal force"> occlusal force</a>, <a href="https://publications.waset.org/abstracts/search?q=piezoelectric" title=" piezoelectric"> piezoelectric</a> </p> <a href="https://publications.waset.org/abstracts/45572/multilayer-ceramic-capacitors-based-force-sensor-array-for-occlusal-force-measurement" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/45572.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">411</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3853</span> Scaling Strategy of a New Experimental Rig for Wheel-Rail Contact</h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Meysam%20Naeimi">Meysam Naeimi</a>, <a href="https://publications.waset.org/abstracts/search?q=Zili%20Li"> Zili Li</a>, <a href="https://publications.waset.org/abstracts/search?q=Rolf%20Dollevoet"> Rolf Dollevoet</a> </p> <p class="card-text"><strong>Abstract:</strong></p> A new small–scale test rig developed for rolling contact fatigue (RCF) investigations in wheel–rail material. This paper presents the scaling strategy of the rig based on dimensional analysis and mechanical modelling. The new experimental rig is indeed a spinning frame structure with multiple wheel components over a fixed rail-track ring, capable of simulating continuous wheel-rail contact in a laboratory scale. This paper describes the dimensional design of the rig, to derive its overall scaling strategy and to determine the key elements’ specifications. Finite element (FE) modelling is used to simulate the mechanical behavior of the rig with two sample scale factors of 1/5 and 1/7. The results of FE models are compared with the actual railway system to observe the effectiveness of the chosen scales. The mechanical properties of the components and variables of the system are finally determined through the design process. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=new%20test%20rig" title="new test rig">new test rig</a>, <a href="https://publications.waset.org/abstracts/search?q=rolling%20contact%20fatigue" title=" rolling contact fatigue"> rolling contact fatigue</a>, <a href="https://publications.waset.org/abstracts/search?q=rail" title=" rail"> rail</a>, <a href="https://publications.waset.org/abstracts/search?q=small%20scale" title=" small scale"> small scale</a> </p> <a href="https://publications.waset.org/abstracts/18987/scaling-strategy-of-a-new-experimental-rig-for-wheel-rail-contact" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/18987.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">484</span> </span> </div> </div> <div class="card paper-listing mb-3 mt-3"> <h5 class="card-header" style="font-size:.9rem"><span class="badge badge-info">3852</span> Development of a Complete Single Jet Common Rail Injection System Gas Dynamic Model for Hydrogen Fueled Engine with Port Injection Feeding System </h5> <div class="card-body"> <p class="card-text"><strong>Authors:</strong> <a href="https://publications.waset.org/abstracts/search?q=Mohammed%20Kamil">Mohammed Kamil</a>, <a href="https://publications.waset.org/abstracts/search?q=M.%20M.%20Rahman"> M. M. Rahman</a>, <a href="https://publications.waset.org/abstracts/search?q=Rosli%20A.%20Bakar"> Rosli A. Bakar</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Modeling of hydrogen fueled engine (H<sub>2</sub>ICE) injection system is a very important tool that can be used for explaining or predicting the effect of advanced injection strategies on combustion and emissions. In this paper, a common rail injection system (CRIS) is proposed for 4-strokes 4-cylinders hydrogen fueled engine with port injection feeding system (PIH<sub>2</sub>ICE). For this system, a numerical one-dimensional gas dynamic model is developed considering single injection event for each injector per a cycle. One-dimensional flow equations in conservation form are used to simulate wave propagation phenomenon throughout the CR (accumulator). Using this model, the effect of common rail on the injection system characteristics is clarified. These characteristics include: rail pressure, sound velocity, rail mass flow rate, injected mass flow rate and pressure drop across injectors. The interaction effects of operational conditions (engine speed and rail pressure) and geometrical features (injector hole diameter) are illustrated; and the required compromised solutions are highlighted. The CRIS is shown to be a promising enhancement for PIH<sub>2</sub>ICE. <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/abstracts/search?q=common%20rail" title="common rail">common rail</a>, <a href="https://publications.waset.org/abstracts/search?q=hydrogen%20engine" title=" hydrogen engine"> hydrogen engine</a>, <a href="https://publications.waset.org/abstracts/search?q=port%20injection" title=" port injection"> port injection</a>, <a href="https://publications.waset.org/abstracts/search?q=wave%20propagation" title=" wave propagation"> wave propagation</a> </p> <a href="https://publications.waset.org/abstracts/50304/development-of-a-complete-single-jet-common-rail-injection-system-gas-dynamic-model-for-hydrogen-fueled-engine-with-port-injection-feeding-system" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/abstracts/50304.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">424</span> </span> </div> </div> <ul class="pagination"> <li class="page-item disabled"><span class="page-link">&lsaquo;</span></li> <li class="page-item active"><span class="page-link">1</span></li> <li class="page-item"><a class="page-link" href="https://publications.waset.org/abstracts/search?q=rail%20force%20loading&page=2">2</a></li> <li class="page-item"><a class="page-link" href="https://publications.waset.org/abstracts/search?q=rail%20force%20loading&page=3">3</a></li> <li class="page-item"><a class="page-link" href="https://publications.waset.org/abstracts/search?q=rail%20force%20loading&page=4">4</a></li> <li class="page-item"><a class="page-link" href="https://publications.waset.org/abstracts/search?q=rail%20force%20loading&page=5">5</a></li> <li class="page-item"><a class="page-link" href="https://publications.waset.org/abstracts/search?q=rail%20force%20loading&page=6">6</a></li> <li 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