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efficiently in machining systems such as turning and milling. Traditional approach to controlling vibration in a milling system is to develop control mechanisms... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_12978182" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Passive means of vibration attenuation have been employed successfully and efficiently in machining systems such as turning and milling. Traditional approach to controlling vibration in a milling system is to develop control mechanisms for cutting tools or machine spindles. However, due to the nature of milling operations where the cutting tools rotate at high speed, the passive vibration control methods</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/12978182" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="328fb3b9ca0027b85b74ddfee625fb4f" rel="nofollow" data-download="{"attachment_id":45809702,"asset_id":12978182,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/45809702/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="32185945" href="https://kth.academia.edu/ARashid">Amir Rashid</a><script data-card-contents-for-user="32185945" type="text/json">{"id":32185945,"first_name":"Amir","last_name":"Rashid","domain_name":"kth","page_name":"ARashid","display_name":"Amir Rashid","profile_url":"https://kth.academia.edu/ARashid?f_ri=2383","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_12978182 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="12978182"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 12978182, container: ".js-paper-rank-work_12978182", }); 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href="https://www.academia.edu/79887184/Contact_Mechanical_Measurement_of_Adhesion_Between_Viscoelastic_Solids">Contact Mechanical Measurement of Adhesion Between Viscoelastic Solids</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest">ABSTRACT</div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/79887184" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" 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Jansen","profile_url":"https://independent.academia.edu/KasparJansen?f_ri=2383","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":2809,"name":"Conservation","url":"https://www.academia.edu/Documents/in/Conservation?f_ri=2383","nofollow":false},{"id":21466,"name":"Polymers","url":"https://www.academia.edu/Documents/in/Polymers?f_ri=2383","nofollow":false},{"id":23390,"name":"Pharmaceutical Chemistry","url":"https://www.academia.edu/Documents/in/Pharmaceutical_Chemistry?f_ri=2383","nofollow":false},{"id":34632,"name":"Film","url":"https://www.academia.edu/Documents/in/Film?f_ri=2383"},{"id":41745,"name":"Pharmaceutics","url":"https://www.academia.edu/Documents/in/Pharmaceutics?f_ri=2383"},{"id":48904,"name":"Elasticity","url":"https://www.academia.edu/Documents/in/Elasticity?f_ri=2383"},{"id":109384,"name":"Viscosity","url":"https://www.academia.edu/Documents/in/Viscosity?f_ri=2383"},{"id":129447,"name":"Drying","url":"https://www.academia.edu/Documents/in/Drying?f_ri=2383"},{"id":133177,"name":"Temperature","url":"https://www.academia.edu/Documents/in/Temperature?f_ri=2383"},{"id":165000,"name":"Desiccation","url":"https://www.academia.edu/Documents/in/Desiccation?f_ri=2383"},{"id":317239,"name":"Thermal 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class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/52861678/Dynamic_characterization_of_compliant_materials_using_an_all_polymeric_split_Hopkinson_bar">Dynamic characterization of compliant materials using an all-polymeric split Hopkinson bar</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/52861678" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="61a9bd5ed581a4f4d027534b743c2a91" rel="nofollow" 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class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/23439403/Rheology_changes_of_Laponite_aqueous_dispersions_due_to_the_addition_of_sodium_polyacrylates_of_different_molecular_weights">Rheology changes of Laponite aqueous dispersions due to the addition of sodium polyacrylates of different molecular weights</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/23439403" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="ef74524f6fa0b3b3a174375a7c86a80e" rel="nofollow" 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class="InlineList-item-text u-textTruncate u-pl10x"><a class="InlineList-item-text" data-has-card-for-ri="48" href="https://www.academia.edu/Documents/in/Engineering">Engineering</a>, <script data-card-contents-for-ri="48" type="text/json">{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=2383","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="2383" href="https://www.academia.edu/Documents/in/Viscoelasticity">Viscoelasticity</a>, <script data-card-contents-for-ri="2383" type="text/json">{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="7598" href="https://www.academia.edu/Documents/in/Rheology">Rheology</a>, <script data-card-contents-for-ri="7598" type="text/json">{"id":7598,"name":"Rheology","url":"https://www.academia.edu/Documents/in/Rheology?f_ri=2383","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="113890" href="https://www.academia.edu/Documents/in/Power_Law">Power Law</a><script data-card-contents-for-ri="113890" type="text/json">{"id":113890,"name":"Power Law","url":"https://www.academia.edu/Documents/in/Power_Law?f_ri=2383","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=23439403]'), work: {"id":23439403,"title":"Rheology changes of Laponite aqueous dispersions due to the addition of sodium polyacrylates of different molecular 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Sabaté","profile_url":"https://independent.academia.edu/SabateJ?f_ri=2383","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=2383","nofollow":false},{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":7598,"name":"Rheology","url":"https://www.academia.edu/Documents/in/Rheology?f_ri=2383","nofollow":false},{"id":113890,"name":"Power Law","url":"https://www.academia.edu/Documents/in/Power_Law?f_ri=2383","nofollow":false},{"id":118582,"name":"Physical sciences","url":"https://www.academia.edu/Documents/in/Physical_sciences?f_ri=2383"},{"id":181847,"name":"First-Order Logic","url":"https://www.academia.edu/Documents/in/First-Order_Logic?f_ri=2383"},{"id":234860,"name":"Steady state","url":"https://www.academia.edu/Documents/in/Steady_state?f_ri=2383"},{"id":260118,"name":"CHEMICAL SCIENCES","url":"https://www.academia.edu/Documents/in/CHEMICAL_SCIENCES?f_ri=2383"},{"id":585595,"name":"Molecular Mass","url":"https://www.academia.edu/Documents/in/Molecular_Mass?f_ri=2383"},{"id":695018,"name":"Molecular weight","url":"https://www.academia.edu/Documents/in/Molecular_weight?f_ri=2383"},{"id":983062,"name":"Zeta Potential","url":"https://www.academia.edu/Documents/in/Zeta_Potential?f_ri=2383"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_78751891" data-work_id="78751891" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/78751891/Study_on_Mechanical_Relaxations_of_7075_Al_Zn_Mg_and_2024_Al_Cu_Mg_Alloys_by_Application_of_the_Time_Temperature_Superposition_Principle">Study on Mechanical Relaxations of 7075 (Al–Zn–Mg) and 2024 (Al–Cu–Mg) Alloys by Application of the Time-Temperature Superposition Principle</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The viscoelastic response of commercial Al–Zn–Mg and Al–Cu–Mg alloys was measured with a dynamic-mechanical analyzer (DMA) as a function of the temperature (from 30 to 425°C) and the loading frequency (from 0.01 to 150 Hz). The... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_78751891" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The viscoelastic response of commercial Al–Zn–Mg and Al–Cu–Mg alloys was measured with a dynamic-mechanical analyzer (DMA) as a function of the temperature (from 30 to 425°C) and the loading frequency (from 0.01 to 150 Hz). The time-temperature superposition (TTS) principle has proven to be useful in studying mechanical relaxations and obtaining master curves for amorphous materials. In this work, the TTS principle is applied to the measured viscoelastic data (i.e., the storage and loss moduli) to obtain the corresponding master curves and to analyze the mechanical relaxations responsible for the viscoelastic behavior of the studied alloys. For the storage modulus it was possible to identify a master curve for a low-temperature region (from room temperature to 150°C) and, for the storage and loss moduli, another master curve for a high-temperature region (from 320 to 375°C). These temperature regions are coincidental with the stable intervals where no phase transformations occur. Th...</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/78751891" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="4efbf46ee732779fddf30de9224182c3" rel="nofollow" data-download="{"attachment_id":85687543,"asset_id":78751891,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/85687543/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="33291338" href="https://upc.academia.edu/DanielCrespo">Daniel Crespo</a><script data-card-contents-for-user="33291338" type="text/json">{"id":33291338,"first_name":"Daniel","last_name":"Crespo","domain_name":"upc","page_name":"DanielCrespo","display_name":"Daniel Crespo","profile_url":"https://upc.academia.edu/DanielCrespo?f_ri=2383","photo":"https://0.academia-photos.com/33291338/19178587/19124419/s65_daniel.crespo.jpg"}</script></span></span></li><li class="js-paper-rank-work_78751891 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="78751891"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 78751891, container: ".js-paper-rank-work_78751891", }); 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The time-temperature superposition (TTS) principle has proven to be useful in studying mechanical relaxations and obtaining master curves for amorphous materials. In this work, the TTS principle is applied to the measured viscoelastic data (i.e., the storage and loss moduli) to obtain the corresponding master curves and to analyze the mechanical relaxations responsible for the viscoelastic behavior of the studied alloys. For the storage modulus it was possible to identify a master curve for a low-temperature region (from room temperature to 150°C) and, for the storage and loss moduli, another master curve for a high-temperature region (from 320 to 375°C). These temperature regions are coincidental with the stable intervals where no phase transformations occur. 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Treatments</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">A tutorial work in which the mechanisms by which large shear strain may be induced in a damping layer are explored. The parameters of the system which determine the effectiveness of constrained layer treatments are identified from... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_30284667" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">A tutorial work in which the mechanisms by which large shear strain may be induced in a damping layer are explored. The parameters of the system which determine the effectiveness of constrained layer treatments are identified from analyses of several geometric configurations. Advances of the past two decades in the design and analysis of damping layers as a means of controlling the amplitude of resonant vibrations are reviewed.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/30284667" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="746f28a6b2f05c68cccfcc539270686f" rel="nofollow" data-download="{"attachment_id":50747062,"asset_id":30284667,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/50747062/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="49285971" href="https://independent.academia.edu/PeterTorvik">Peter Torvik</a><script data-card-contents-for-user="49285971" type="text/json">{"id":49285971,"first_name":"Peter","last_name":"Torvik","domain_name":"independent","page_name":"PeterTorvik","display_name":"Peter Torvik","profile_url":"https://independent.academia.edu/PeterTorvik?f_ri=2383","photo":"https://0.academia-photos.com/49285971/37707436/31808599/s65_peter.torvik.jpg"}</script></span></span></li><li class="js-paper-rank-work_30284667 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="30284667"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 30284667, container: ".js-paper-rank-work_30284667", }); 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Hygiene","url":"https://www.academia.edu/Documents/in/Food_Handling_and_Hygiene?f_ri=2383"},{"id":991443,"name":"Triticum","url":"https://www.academia.edu/Documents/in/Triticum?f_ri=2383"},{"id":1124559,"name":"Food Processing Industry","url":"https://www.academia.edu/Documents/in/Food_Processing_Industry?f_ri=2383"},{"id":1324013,"name":"Cereal Science","url":"https://www.academia.edu/Documents/in/Cereal_Science?f_ri=2383"},{"id":1354264,"name":"Subunit","url":"https://www.academia.edu/Documents/in/Subunit?f_ri=2383"},{"id":1724844,"name":"Molecular Structure","url":"https://www.academia.edu/Documents/in/Molecular_Structure?f_ri=2383"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_46794482" data-work_id="46794482" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/46794482/Controlling_the_rheology_of_a_solid_emulsion_with_liquid_droplets">Controlling the rheology of a solid emulsion with liquid droplets</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Emulsions are interesting systems whose rheological properties depend on the continuous and dispersed phases and the interface between them. By solidifying the continuous phase and keeping the dispersed phase liquid we can create a... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_46794482" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Emulsions are interesting systems whose rheological properties depend on the continuous and dispersed phases and the interface between them. By solidifying the continuous phase and keeping the dispersed phase liquid we can create a composite viscoelastic material that can be tuned by changing the viscosity of the dispersed phase, the elasticity of the continuous phase and/or the surface properties. [1, 2, 3]<br />We study such a "solid emulsion" with a crosslinked PDMS (poly(dimethyl) siloxane) continuous phase. The dispersed phase is at first pure PEG (poly(ethylene) glycol), or PEO (poly(ethylene) oxide) solutions in PEG in order to vary the viscosity of the liquid phase while keeping it in a Newtonian regime. Previous theoretical work has shown that we can expect to see different rheological responses depending on the dispersed phase viscosity, the size of the droplets in the solid matrix and the volume fraction of liquid. [1] The aim of this work is to show the feasibility of a composite system whose storage and loss moduli can be controlled independently, as opposed to the commonly used viscoelastic materials such as adhesives and gels. <br />[1] Palierne (1990). Rheologica Acta, 29(3), 204-214. <br />[2] Derkach (2009). Advances in Colloid and Interface Science 151(1-2) 1-23. <br />[3] Giustiniani (2017). Linking Adhesive Properties and Pore Organisation of Silicone Emulsions Obtained by Reactive Blending. 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By solidifying the continuous phase and keeping the dispersed phase liquid we can create a composite viscoelastic material that can be tuned by changing the viscosity of the dispersed phase, the elasticity of the continuous phase and/or the surface properties. [1, 2, 3]\nWe study such a \"solid emulsion\" with a crosslinked PDMS (poly(dimethyl) siloxane) continuous phase. The dispersed phase is at first pure PEG (poly(ethylene) glycol), or PEO (poly(ethylene) oxide) solutions in PEG in order to vary the viscosity of the liquid phase while keeping it in a Newtonian regime. Previous theoretical work has shown that we can expect to see different rheological responses depending on the dispersed phase viscosity, the size of the droplets in the solid matrix and the volume fraction of liquid. [1] The aim of this work is to show the feasibility of a composite system whose storage and loss moduli can be controlled independently, as opposed to the commonly used viscoelastic materials such as adhesives and gels. \n[1] Palierne (1990). Rheologica Acta, 29(3), 204-214. \n[2] Derkach (2009). Advances in Colloid and Interface Science 151(1-2) 1-23. \n[3] Giustiniani (2017). Linking Adhesive Properties and Pore Organisation of Silicone Emulsions Obtained by Reactive Blending. Université Paris-Saclay.","downloadable_attachments":[{"id":66254184,"asset_id":46794482,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":96987348,"first_name":"Elina","last_name":"Gilbert","domain_name":"universite-paris-saclay","page_name":"ElinaGilbert","display_name":"Elina Gilbert","profile_url":"https://universite-paris-saclay.academia.edu/ElinaGilbert?f_ri=2383","photo":"https://0.academia-photos.com/96987348/26369023/36597914/s65_elina.gilbert.jpg"}],"research_interests":[{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":7598,"name":"Rheology","url":"https://www.academia.edu/Documents/in/Rheology?f_ri=2383","nofollow":false},{"id":477103,"name":"Emulsions","url":"https://www.academia.edu/Documents/in/Emulsions?f_ri=2383","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x 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Acid","url":"https://www.academia.edu/Documents/in/Acrylic_Acid?f_ri=2383"},{"id":923597,"name":"Pressure-Sensitive-Adhesive-Tape-Market","url":"https://www.academia.edu/Documents/in/Pressure-Sensitive-Adhesive-Tape-Market?f_ri=2383"},{"id":3652965,"name":"Particle formation","url":"https://www.academia.edu/Documents/in/Particle_formation?f_ri=2383"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_3480167 coauthored" data-work_id="3480167" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/3480167/Decay_of_Pressure_and_Energy_Dissipation_in_Laminar_Transient_Flow">Decay of Pressure and Energy Dissipation in Laminar Transient Flow</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/3480167" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="ad947edcf173abc6c040846041ff6a30" rel="nofollow" data-download="{"attachment_id":50267315,"asset_id":3480167,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/50267315/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="2657691" href="https://unipg.academia.edu/MarcoFerrante">Marco Ferrante</a><script data-card-contents-for-user="2657691" type="text/json">{"id":2657691,"first_name":"Marco","last_name":"Ferrante","domain_name":"unipg","page_name":"MarcoFerrante","display_name":"Marco Ferrante","profile_url":"https://unipg.academia.edu/MarcoFerrante?f_ri=2383","photo":"/images/s65_no_pic.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-3480167">+1</span><div class="hidden js-additional-users-3480167"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://unnipg.academia.edu/BrunoBrunone">Bruno Brunone</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-3480167'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-3480167').html(); } } new HoverPopover(popoverSettings); })();</script></li><li class="js-paper-rank-work_3480167 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="3480167"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 3480167, container: ".js-paper-rank-work_3480167", }); });</script></li><li class="js-percentile-work_3480167 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" 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data-card-contents-for-ri="2383" type="text/json">{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="2802" href="https://www.academia.edu/Documents/in/Turbulence">Turbulence</a>, <script data-card-contents-for-ri="2802" type="text/json">{"id":2802,"name":"Turbulence","url":"https://www.academia.edu/Documents/in/Turbulence?f_ri=2383","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="5412" href="https://www.academia.edu/Documents/in/Energy">Energy</a><script data-card-contents-for-ri="5412" type="text/json">{"id":5412,"name":"Energy","url":"https://www.academia.edu/Documents/in/Energy?f_ri=2383","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=3480167]'), work: {"id":3480167,"title":"Decay of Pressure and Energy Dissipation in Laminar Transient Flow","created_at":"2013-05-06T23:41:15.073-07:00","url":"https://www.academia.edu/3480167/Decay_of_Pressure_and_Energy_Dissipation_in_Laminar_Transient_Flow?f_ri=2383","dom_id":"work_3480167","summary":null,"downloadable_attachments":[{"id":50267315,"asset_id":3480167,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":2657691,"first_name":"Marco","last_name":"Ferrante","domain_name":"unipg","page_name":"MarcoFerrante","display_name":"Marco Ferrante","profile_url":"https://unipg.academia.edu/MarcoFerrante?f_ri=2383","photo":"/images/s65_no_pic.png"},{"id":33272381,"first_name":"Bruno","last_name":"Brunone","domain_name":"unnipg","page_name":"BrunoBrunone","display_name":"Bruno Brunone","profile_url":"https://unnipg.academia.edu/BrunoBrunone?f_ri=2383","photo":"https://0.academia-photos.com/33272381/133027220/122454481/s65_bruno.brunone.jpg"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=2383","nofollow":false},{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":2802,"name":"Turbulence","url":"https://www.academia.edu/Documents/in/Turbulence?f_ri=2383","nofollow":false},{"id":5412,"name":"Energy","url":"https://www.academia.edu/Documents/in/Energy?f_ri=2383","nofollow":false},{"id":176527,"name":"Laminar Flow","url":"https://www.academia.edu/Documents/in/Laminar_Flow?f_ri=2383"},{"id":188256,"name":"Pipe Flow","url":"https://www.academia.edu/Documents/in/Pipe_Flow?f_ri=2383"},{"id":222949,"name":"Dissipation","url":"https://www.academia.edu/Documents/in/Dissipation?f_ri=2383"},{"id":232858,"name":"Energy Dissipation","url":"https://www.academia.edu/Documents/in/Energy_Dissipation?f_ri=2383"},{"id":249904,"name":"Transient","url":"https://www.academia.edu/Documents/in/Transient?f_ri=2383"},{"id":284883,"name":"Laminar","url":"https://www.academia.edu/Documents/in/Laminar?f_ri=2383"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_36033246" data-work_id="36033246" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/36033246/Analytical_Solution_of_the_Graetz_Problem_for_Non_linear_Viscoelastic_Fluids_in_Tubes_of_Arbitrary_Cross_section">Analytical Solution of the Graetz Problem for Non-linear Viscoelastic Fluids in Tubes of Arbitrary Cross-section</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Graetz problem is solved analytically for steady laminar flow of non-linear viscoelastic fluids in straight tubes of arbitrary cross-section. The one-to-one mapping method used to model the cross-sectional geometry satisfies the no-slip... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_36033246" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Graetz problem is solved analytically for steady laminar flow of non-linear viscoelastic fluids in straight tubes of arbitrary cross-section. The one-to-one mapping method used to model the cross-sectional geometry satisfies the no-slip and thermal boundary conditions for a wide range of arbitrary tube contours. Field variables are expanded in asymptotic series in terms of the Weissenberg number Wi, leading to a set of linear hierarchical equations which are solved successively up to and including the third order in Wi. Exact analytical solution for the Graetz problem for Newtonian fluids in round as well as arbitrary cross-sectional tubes is recovered at the lowest order. Secondary flows arise at the third order of the analysis as shown previously by Siginer and Letelier [1]. Their effect on the convection field is fully taken into account. The temperature distributions for triangular and square cross-sectional tubes are computed as particular cases of the general analysis together with the variation of the asymptotic Nusselt number for the triangular cross-section as a function of Wi to demonstrate the substantial enhancement of the heat transfer rates due to the non-linear viscoelastic constitutive structure of the fluid. The analytical algorithm presented is very versatile and can be easily applied to a wide spectrum of non-circular tube contours.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/36033246" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="ac2b8a7351039b3028793f61b3a2a178" rel="nofollow" data-download="{"attachment_id":55919251,"asset_id":36033246,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/55919251/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="33969261" href="https://usach.academia.edu/DennisSiginer">Dennis A . Siginer</a><script data-card-contents-for-user="33969261" type="text/json">{"id":33969261,"first_name":"Dennis","last_name":"Siginer","domain_name":"usach","page_name":"DennisSiginer","display_name":"Dennis A . Siginer","profile_url":"https://usach.academia.edu/DennisSiginer?f_ri=2383","photo":"https://0.academia-photos.com/33969261/11229757/12529882/s65_dennis.siginer.jpg"}</script></span></span></li><li class="js-paper-rank-work_36033246 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="36033246"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 36033246, container: ".js-paper-rank-work_36033246", }); });</script></li><li class="js-percentile-work_36033246 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" style="display: none">•</span><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 36033246; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-percentile-work_36033246"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_36033246 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="36033246"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 36033246; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=36033246]").text(description); $(".js-view-count-work_36033246").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_36033246").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="36033246"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">7</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="2383" href="https://www.academia.edu/Documents/in/Viscoelasticity">Viscoelasticity</a>, <script data-card-contents-for-ri="2383" type="text/json">{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="2435" href="https://www.academia.edu/Documents/in/Fluid_Mechanics">Fluid Mechanics</a>, <script data-card-contents-for-ri="2435" type="text/json">{"id":2435,"name":"Fluid Mechanics","url":"https://www.academia.edu/Documents/in/Fluid_Mechanics?f_ri=2383","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="7598" href="https://www.academia.edu/Documents/in/Rheology">Rheology</a>, <script data-card-contents-for-ri="7598" type="text/json">{"id":7598,"name":"Rheology","url":"https://www.academia.edu/Documents/in/Rheology?f_ri=2383","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="8067" href="https://www.academia.edu/Documents/in/Heat_Transfer">Heat Transfer</a><script data-card-contents-for-ri="8067" type="text/json">{"id":8067,"name":"Heat Transfer","url":"https://www.academia.edu/Documents/in/Heat_Transfer?f_ri=2383","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=36033246]'), work: {"id":36033246,"title":"Analytical Solution of the Graetz Problem for Non-linear Viscoelastic Fluids in Tubes of Arbitrary Cross-section","created_at":"2018-02-27T09:49:17.638-08:00","url":"https://www.academia.edu/36033246/Analytical_Solution_of_the_Graetz_Problem_for_Non_linear_Viscoelastic_Fluids_in_Tubes_of_Arbitrary_Cross_section?f_ri=2383","dom_id":"work_36033246","summary":"Graetz problem is solved analytically for steady laminar flow of non-linear viscoelastic fluids in straight tubes of arbitrary cross-section. The one-to-one mapping method used to model the cross-sectional geometry satisfies the no-slip and thermal boundary conditions for a wide range of arbitrary tube contours. Field variables are expanded in asymptotic series in terms of the Weissenberg number Wi, leading to a set of linear hierarchical equations which are solved successively up to and including the third order in Wi. Exact analytical solution for the Graetz problem for Newtonian fluids in round as well as arbitrary cross-sectional tubes is recovered at the lowest order. Secondary flows arise at the third order of the analysis as shown previously by Siginer and Letelier [1]. Their effect on the convection field is fully taken into account. The temperature distributions for triangular and square cross-sectional tubes are computed as particular cases of the general analysis together with the variation of the asymptotic Nusselt number for the triangular cross-section as a function of Wi to demonstrate the substantial enhancement of the heat transfer rates due to the non-linear viscoelastic constitutive structure of the fluid. The analytical algorithm presented is very versatile and can be easily applied to a wide spectrum of non-circular tube contours.","downloadable_attachments":[{"id":55919251,"asset_id":36033246,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":33969261,"first_name":"Dennis","last_name":"Siginer","domain_name":"usach","page_name":"DennisSiginer","display_name":"Dennis A . Siginer","profile_url":"https://usach.academia.edu/DennisSiginer?f_ri=2383","photo":"https://0.academia-photos.com/33969261/11229757/12529882/s65_dennis.siginer.jpg"}],"research_interests":[{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":2435,"name":"Fluid Mechanics","url":"https://www.academia.edu/Documents/in/Fluid_Mechanics?f_ri=2383","nofollow":false},{"id":7598,"name":"Rheology","url":"https://www.academia.edu/Documents/in/Rheology?f_ri=2383","nofollow":false},{"id":8067,"name":"Heat Transfer","url":"https://www.academia.edu/Documents/in/Heat_Transfer?f_ri=2383","nofollow":false},{"id":16496,"name":"Fluid Dynamics","url":"https://www.academia.edu/Documents/in/Fluid_Dynamics?f_ri=2383"},{"id":33661,"name":"Heat and Mass Transfer","url":"https://www.academia.edu/Documents/in/Heat_and_Mass_Transfer?f_ri=2383"},{"id":146586,"name":"Non-newtonian Fluid Mechanics","url":"https://www.academia.edu/Documents/in/Non-newtonian_Fluid_Mechanics?f_ri=2383"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_45451479" data-work_id="45451479" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/45451479/The_Physics_of_the_Secondary_Flows_of_Non_Newtonian_Fluids">The Physics of the Secondary Flows of Non-Newtonian Fluids</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">ABSTRACT: A survey of secondary flows of viscoelastic liquids in straight tubes is given including recent work pointing at striking analogies with transversal deformations associated with the simple shearing of solid materials. The... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_45451479" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">ABSTRACT: A survey of secondary flows of viscoelastic liquids in straight tubes is given including recent work pointing at striking analogies with transversal deformations associated with the simple shearing of solid materials. The importance and implications of secondary flows of viscoelastic fluids in heat transfer enhancement are explored together with the difficulties in detecting weak secondary flows (dilute, weakly viscoelastic solutions) in a laboratory setting. Recent new work by the author and colleagues which explores for the first time the structure of the secondary flow field in the pulsating flow of a constitutively nonlinear simple fluid, whose structure is defined by a series of nested integrals over semi-infinite time domains, in straight tubes of arbitrary cross-sections is summarized. The transversal field arises at the second order of the perturbation of the nonlinear constitutive structure, and is driven by first order terms which define the linearly viscoelastic longitudinal flow in the hierarchy of superposed linear flows stemming from the perturbation of the constitutive structure. Arbitrary conduit contours are obtained through a novel approach to the concept of domain perturbation. Time averaged, mean secondary flow streamline contours are presented for the first time for triangular, square and hexagonal pipes.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/45451479" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="4e82fef1ad6931c4f51d65c71d31595f" rel="nofollow" data-download="{"attachment_id":66078934,"asset_id":45451479,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/66078934/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="33969261" href="https://usach.academia.edu/DennisSiginer">Dennis A . 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The importance and implications of secondary flows of viscoelastic fluids in heat transfer enhancement are explored together with the difficulties in detecting weak secondary flows (dilute, weakly viscoelastic solutions) in a laboratory setting. Recent new work by the author and colleagues which explores for the first time the structure of the secondary flow field in the pulsating flow of a constitutively nonlinear simple fluid, whose structure is defined by a series of nested integrals over semi-infinite time domains, in straight tubes of arbitrary cross-sections is summarized. The transversal field arises at the second order of the perturbation of the nonlinear constitutive structure, and is driven by first order terms which define the linearly viscoelastic longitudinal flow in the hierarchy of superposed linear flows stemming from the perturbation of the constitutive structure. Arbitrary conduit contours are obtained through a novel approach to the concept of domain perturbation. Time averaged, mean secondary flow streamline contours are presented for the first time for triangular, square and hexagonal pipes.","downloadable_attachments":[{"id":66078934,"asset_id":45451479,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":33969261,"first_name":"Dennis","last_name":"Siginer","domain_name":"usach","page_name":"DennisSiginer","display_name":"Dennis A . Siginer","profile_url":"https://usach.academia.edu/DennisSiginer?f_ri=2383","photo":"https://0.academia-photos.com/33969261/11229757/12529882/s65_dennis.siginer.jpg"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=2383","nofollow":false},{"id":60,"name":"Mechanical Engineering","url":"https://www.academia.edu/Documents/in/Mechanical_Engineering?f_ri=2383","nofollow":false},{"id":72,"name":"Chemical Engineering","url":"https://www.academia.edu/Documents/in/Chemical_Engineering?f_ri=2383","nofollow":false},{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=2383","nofollow":false},{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383"},{"id":2435,"name":"Fluid Mechanics","url":"https://www.academia.edu/Documents/in/Fluid_Mechanics?f_ri=2383"},{"id":8067,"name":"Heat Transfer","url":"https://www.academia.edu/Documents/in/Heat_Transfer?f_ri=2383"},{"id":10959,"name":"Continuum Mechanics","url":"https://www.academia.edu/Documents/in/Continuum_Mechanics?f_ri=2383"},{"id":16496,"name":"Fluid Dynamics","url":"https://www.academia.edu/Documents/in/Fluid_Dynamics?f_ri=2383"},{"id":33661,"name":"Heat and Mass Transfer","url":"https://www.academia.edu/Documents/in/Heat_and_Mass_Transfer?f_ri=2383"},{"id":96281,"name":"Applied mathematics and Modelling","url":"https://www.academia.edu/Documents/in/Applied_mathematics_and_Modelling?f_ri=2383"},{"id":146586,"name":"Non-newtonian Fluid Mechanics","url":"https://www.academia.edu/Documents/in/Non-newtonian_Fluid_Mechanics?f_ri=2383"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_35945069" data-work_id="35945069" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/35945069/ELiCon_Excel_worksheet_for_interconversion_between_viscoelastic_functions">ELiCon: Excel worksheet for interconversion between viscoelastic functions</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The worksheet ELiCon (version 0.1) performs real-time viscoelastic interconversion in the time and frequency domains. ELiCon accepts as input a four-parameter analytical expression for the uniaxial creep compliance. The time-domain output... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_35945069" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The worksheet ELiCon (version 0.1) performs real-time viscoelastic interconversion in the time and frequency domains. ELiCon accepts as input a four-parameter analytical expression for the uniaxial creep compliance. The time-domain output consists of a list of creep compliance values for certain times, and a corresponding list of relaxation modulus values. The frequency-domain output consists of, for certain frequencies, the norm of the complex modulus and the phase angle.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/35945069" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="62303aa138d5f38195034e2e1e2cdd23" rel="nofollow" data-download="{"attachment_id":55827309,"asset_id":35945069,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/55827309/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="16277253" href="https://dtu.academia.edu/EyalLevenberg">Eyal Levenberg</a><script data-card-contents-for-user="16277253" type="text/json">{"id":16277253,"first_name":"Eyal","last_name":"Levenberg","domain_name":"dtu","page_name":"EyalLevenberg","display_name":"Eyal Levenberg","profile_url":"https://dtu.academia.edu/EyalLevenberg?f_ri=2383","photo":"https://0.academia-photos.com/16277253/4416102/12237543/s65_eyal.levenberg.jpg"}</script></span></span></li><li class="js-paper-rank-work_35945069 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="35945069"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 35945069, container: ".js-paper-rank-work_35945069", }); 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ELiCon accepts as input a four-parameter analytical expression for the uniaxial creep compliance. The time-domain output consists of a list of creep compliance values for certain times, and a corresponding list of relaxation modulus values. The frequency-domain output consists of, for certain frequencies, the norm of the complex modulus and the phase angle. ","downloadable_attachments":[{"id":55827309,"asset_id":35945069,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":16277253,"first_name":"Eyal","last_name":"Levenberg","domain_name":"dtu","page_name":"EyalLevenberg","display_name":"Eyal Levenberg","profile_url":"https://dtu.academia.edu/EyalLevenberg?f_ri=2383","photo":"https://0.academia-photos.com/16277253/4416102/12237543/s65_eyal.levenberg.jpg"}],"research_interests":[{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":27773,"name":"Pavement Materials","url":"https://www.academia.edu/Documents/in/Pavement_Materials?f_ri=2383","nofollow":false},{"id":33228,"name":"Pavement Engineering","url":"https://www.academia.edu/Documents/in/Pavement_Engineering?f_ri=2383","nofollow":false},{"id":33230,"name":"Pavement design and 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class="clearfix u-pv7x u-mb0x js-work-card work_20125365" data-work_id="20125365" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/20125365/ELLVA1_Isotropic_Layered_Viscoelasticity_in_Excel_moving_load_">ELLVA1: Isotropic Layered Viscoelasticity in Excel (moving load)</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">ELLVA1 (Ver 0.83) computes stresses, strains and displacements in a layered viscoelastic half-space due to a uniformly loaded circular area moving with constant speed along a straight line. Five fully bonded weightless, homogeneous, and... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_20125365" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">ELLVA1 (Ver 0.83) computes stresses, strains and displacements in a layered viscoelastic half-space due to a uniformly loaded circular area moving with constant speed along a straight line. Five fully bonded weightless, homogeneous, and isotropic layers are considered. Developed by Dr. Eyal Levenberg, Technion-IIT, January 2016.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/20125365" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="733eaabbf679bbbc03f6c106c86e12dc" rel="nofollow" data-download="{"attachment_id":48883475,"asset_id":20125365,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/48883475/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="16277253" href="https://dtu.academia.edu/EyalLevenberg">Eyal Levenberg</a><script data-card-contents-for-user="16277253" type="text/json">{"id":16277253,"first_name":"Eyal","last_name":"Levenberg","domain_name":"dtu","page_name":"EyalLevenberg","display_name":"Eyal Levenberg","profile_url":"https://dtu.academia.edu/EyalLevenberg?f_ri=2383","photo":"https://0.academia-photos.com/16277253/4416102/12237543/s65_eyal.levenberg.jpg"}</script></span></span></li><li class="js-paper-rank-work_20125365 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="20125365"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 20125365, container: ".js-paper-rank-work_20125365", }); 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class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="32185945" href="https://kth.academia.edu/ARashid">Amir Rashid</a><script data-card-contents-for-user="32185945" type="text/json">{"id":32185945,"first_name":"Amir","last_name":"Rashid","domain_name":"kth","page_name":"ARashid","display_name":"Amir Rashid","profile_url":"https://kth.academia.edu/ARashid?f_ri=2383","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_12978179 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="12978179"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 12978179, container: 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Rashid","profile_url":"https://kth.academia.edu/ARashid?f_ri=2383","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":6177,"name":"Modeling","url":"https://www.academia.edu/Documents/in/Modeling?f_ri=2383","nofollow":false},{"id":7947,"name":"Engineering Design","url":"https://www.academia.edu/Documents/in/Engineering_Design?f_ri=2383","nofollow":false},{"id":13615,"name":"Modal Analysis","url":"https://www.academia.edu/Documents/in/Modal_Analysis?f_ri=2383","nofollow":false},{"id":13836,"name":"Vibration Control","url":"https://www.academia.edu/Documents/in/Vibration_Control?f_ri=2383"},{"id":71358,"name":"Design process","url":"https://www.academia.edu/Documents/in/Design_process?f_ri=2383"},{"id":81327,"name":"Machine Tools","url":"https://www.academia.edu/Documents/in/Machine_Tools?f_ri=2383"},{"id":96825,"name":"Manufacturing Engineering","url":"https://www.academia.edu/Documents/in/Manufacturing_Engineering?f_ri=2383"},{"id":146633,"name":"Natural Frequency","url":"https://www.academia.edu/Documents/in/Natural_Frequency?f_ri=2383"},{"id":317745,"name":"High Speed","url":"https://www.academia.edu/Documents/in/High_Speed?f_ri=2383"},{"id":598448,"name":"Analytical Modelling","url":"https://www.academia.edu/Documents/in/Analytical_Modelling?f_ri=2383"},{"id":994520,"name":"Design and Implementation","url":"https://www.academia.edu/Documents/in/Design_and_Implementation?f_ri=2383"},{"id":1197017,"name":"Impact Test","url":"https://www.academia.edu/Documents/in/Impact_Test?f_ri=2383"},{"id":1249261,"name":"Speed Control","url":"https://www.academia.edu/Documents/in/Speed_Control?f_ri=2383"},{"id":1548128,"name":"Machine Tool","url":"https://www.academia.edu/Documents/in/Machine_Tool?f_ri=2383"},{"id":2441533,"name":"Clamping","url":"https://www.academia.edu/Documents/in/Clamping?f_ri=2383"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_15271498 coauthored" data-work_id="15271498" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/15271498/VISCOELASTIC_ANALYSIS_OF_PRESTRESSED_CONCRETE_GIRDERS_BY_THE_FINITE_STRIP_METHOD">VISCOELASTIC ANALYSIS OF PRESTRESSED CONCRETE GIRDERS BY THE FINITE STRIP METHOD</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The finite strip method has successfully introduced in the study of viscoelastic behaviour of prestressed concrete girders. The reason for the introduction of this method lies in the fact that resolving of several classes of practical... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_15271498" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The finite strip method has successfully introduced in the study of viscoelastic behaviour of prestressed concrete girders. The reason for the introduction of this method lies in the fact that resolving of several classes of practical problems it is much faster than the more comprehensive and adaptable finite element method. This is generally valid for structures with regular geometrical shape and simple boundary conditions, whose discretization into many finite elements is often very expensive. In such cases the finite strip method can be extremely competitive in terms of cost and accuracy, both during computations and in practical application. Discretization of the cross-section into a mesh of only several finite strips enables the solution of complex structural problems.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/15271498" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="312743a16144ccff9e2cb1375f4914dc" rel="nofollow" data-download="{"attachment_id":38609732,"asset_id":15271498,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/38609732/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="34408712" href="https://independent.academia.edu/Nata%C5%A1aMr%C4%91a">Nataša Mrđa</a><script data-card-contents-for-user="34408712" type="text/json">{"id":34408712,"first_name":"Nataša","last_name":"Mrđa","domain_name":"independent","page_name":"NatašaMrđa","display_name":"Nataša Mrđa","profile_url":"https://independent.academia.edu/Nata%C5%A1aMr%C4%91a?f_ri=2383","photo":"/images/s65_no_pic.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-15271498">+6</span><div class="hidden js-additional-users-15271498"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/NatasaMrdja">Natasa Mrdja</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/DraganMilasinovic">Dragan Milasinovic</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://muprs.academia.edu/MilaSvilar">Mila Svilar</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/LauraTuza">Laura Tuza</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://ns.academia.edu/NovkovBranislav">Novkov Branislav</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://ns.academia.edu/BranislavNovkov">Branislav Novkov</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-15271498'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-15271498').html(); 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The reason for the introduction of this method lies in the fact that resolving of several classes of practical problems it is much faster than the more comprehensive and adaptable finite element method. This is generally valid for structures with regular geometrical shape and simple boundary conditions, whose discretization into many finite elements is often very expensive. In such cases the finite strip method can be extremely competitive in terms of cost and accuracy, both during computations and in practical application. Discretization of the cross-section into a mesh of only several finite strips enables the solution of complex structural problems.","downloadable_attachments":[{"id":38609732,"asset_id":15271498,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":34408712,"first_name":"Nataša","last_name":"Mrđa","domain_name":"independent","page_name":"NatašaMrđa","display_name":"Nataša Mrđa","profile_url":"https://independent.academia.edu/Nata%C5%A1aMr%C4%91a?f_ri=2383","photo":"/images/s65_no_pic.png"},{"id":25975543,"first_name":"Natasa","last_name":"Mrdja","domain_name":"independent","page_name":"NatasaMrdja","display_name":"Natasa Mrdja","profile_url":"https://independent.academia.edu/NatasaMrdja?f_ri=2383","photo":"/images/s65_no_pic.png"},{"id":34405875,"first_name":"Dragan","last_name":"Milasinovic","domain_name":"independent","page_name":"DraganMilasinovic","display_name":"Dragan Milasinovic","profile_url":"https://independent.academia.edu/DraganMilasinovic?f_ri=2383","photo":"https://0.academia-photos.com/34405875/25040916/23845003/s65_dragan.milasinovic.jpg"},{"id":34407015,"first_name":"Mila","last_name":"Svilar","domain_name":"muprs","page_name":"MilaSvilar","display_name":"Mila Svilar","profile_url":"https://muprs.academia.edu/MilaSvilar?f_ri=2383","photo":"/images/s65_no_pic.png"},{"id":34460518,"first_name":"Laura","last_name":"Tuza","domain_name":"independent","page_name":"LauraTuza","display_name":"Laura Tuza","profile_url":"https://independent.academia.edu/LauraTuza?f_ri=2383","photo":"/images/s65_no_pic.png"},{"id":34420753,"first_name":"Novkov","last_name":"Branislav","domain_name":"ns","page_name":"NovkovBranislav","display_name":"Novkov Branislav","profile_url":"https://ns.academia.edu/NovkovBranislav?f_ri=2383","photo":"/images/s65_no_pic.png"},{"id":34608693,"first_name":"Branislav","last_name":"Novkov","domain_name":"ns","page_name":"BranislavNovkov","display_name":"Branislav Novkov","profile_url":"https://ns.academia.edu/BranislavNovkov?f_ri=2383","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":54133,"name":"prestressed Concrete","url":"https://www.academia.edu/Documents/in/prestressed_Concrete?f_ri=2383","nofollow":false},{"id":648504,"name":"Finite Strip Method","url":"https://www.academia.edu/Documents/in/Finite_Strip_Method?f_ri=2383","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_68589180" data-work_id="68589180" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/68589180/Comportement_M%C3%A9canique_des_Mat%C3%A9riaux_M%C3%A9talliques">Comportement Mécanique des Matériaux Métalliques</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Conforme aux programmes officiels du LMD, ce polycopié (cours et exercices) de la matière : Comportement Mécanique des Matériaux Métalliques s’adresse aux étudiants de Master et Licence, spécialité Génie des matériaux, Filière de Génie... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_68589180" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Conforme aux programmes officiels du LMD, ce polycopié (cours et exercices) de la matière : Comportement Mécanique des Matériaux Métalliques s’adresse aux étudiants de Master et Licence, spécialité Génie des matériaux, Filière de Génie Mécanique du domaine des<br />Sciences et Technologie (ST). Le cours est structuré selon le programme de la matière (1er semestre, Master 1 GM) et le contenu des chapitres est largement inspiré des documents et sources cités dans la liste des<br />références bibliographiques. Ce polycopié est organisé en Cinque chapitres qui suivent plus ou moins le déroulement des séances de cours.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/68589180" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="5d3337212bb902903aa87f5cafd4a893" rel="nofollow" data-download="{"attachment_id":79015901,"asset_id":68589180,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/79015901/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="212590225" href="https://abbeslaghrorfacebook.academia.edu/BREKSamir">BREK Samir</a><script data-card-contents-for-user="212590225" type="text/json">{"id":212590225,"first_name":"BREK","last_name":"Samir","domain_name":"abbeslaghrorfacebook","page_name":"BREKSamir","display_name":"BREK Samir","profile_url":"https://abbeslaghrorfacebook.academia.edu/BREKSamir?f_ri=2383","photo":"https://0.academia-photos.com/212590225/77891512/134860766/s65_brek.samir.jpg"}</script></span></span></li><li class="js-paper-rank-work_68589180 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="68589180"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 68589180, container: ".js-paper-rank-work_68589180", }); 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Le cours est structuré selon le programme de la matière (1er semestre, Master 1 GM) et le contenu des chapitres est largement inspiré des documents et sources cités dans la liste des\nréférences bibliographiques. Ce polycopié est organisé en Cinque chapitres qui suivent plus ou moins le déroulement des séances de cours.","downloadable_attachments":[{"id":79015901,"asset_id":68589180,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":212590225,"first_name":"BREK","last_name":"Samir","domain_name":"abbeslaghrorfacebook","page_name":"BREKSamir","display_name":"BREK Samir","profile_url":"https://abbeslaghrorfacebook.academia.edu/BREKSamir?f_ri=2383","photo":"https://0.academia-photos.com/212590225/77891512/134860766/s65_brek.samir.jpg"}],"research_interests":[{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":16084,"name":"Thermoelectricity","url":"https://www.academia.edu/Documents/in/Thermoelectricity?f_ri=2383","nofollow":false},{"id":48904,"name":"Elasticity","url":"https://www.academia.edu/Documents/in/Elasticity?f_ri=2383","nofollow":false},{"id":343753,"name":"Elastic constants and Isotropy and Anistropy","url":"https://www.academia.edu/Documents/in/Elastic_constants_and_Isotropy_and_Anistropy?f_ri=2383","nofollow":false},{"id":1362702,"name":"Traction","url":"https://www.academia.edu/Documents/in/Traction?f_ri=2383"},{"id":2270373,"name":"Essais Non Destructifs","url":"https://www.academia.edu/Documents/in/Essais_Non_Destructifs?f_ri=2383"},{"id":2452486,"name":"TP Durete","url":"https://www.academia.edu/Documents/in/TP_Durete?f_ri=2383"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_31901972" data-work_id="31901972" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/31901972/Passive_damping_of_beams_with_constrained_viscoelastic_material">Passive damping of beams with constrained viscoelastic material</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/31901972" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="30bd59eb4ac178cd5708865d74304341" rel="nofollow" data-download="{"attachment_id":52185970,"asset_id":31901972,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/52185970/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="61657994" href="https://independent.academia.edu/FasanaA">A. 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Oxidative aging is a major... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_41755190" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The accurate characterization of asphalt mixture properties as a function of pavement service life is becoming more important as more powerful pavement design and performance prediction methods are implemented. Oxidative aging is a major distress mechanism of asphalt pavements. Aging increases the stiffness and brittleness of the material, which leads to a high cracking potential. Thus, an improved understanding of the aging phenomenon and its effect on asphalt binder chemical and rheological properties will allow for the prediction of mixture properties as a function of pavement service life. Many researchers have conducted laboratory binder thin-film aging studies; however, this approach does not allow for studying the physicochemical effects of mineral fillers on age hardening rates in asphalt mixtures. Moreover, aging phenomenon in the field is governed by kinetics of binder oxidation, oxygen diffusion through mastic phase, and oxygen percolation throughout the air voids structure. In this study, laboratory aging trials were conducted on mixtures prepared using component materials of several field projects throughout the USA and Canada. Laboratory aged materials were compared against field cores sampled at different ages. Results suggested that oven aging of loose mixture at 95°C is the most promising laboratory long-term aging method. Additionally, an empirical model was developed in order to account for the effect of mineral fillers on age hardening rates in asphalt mixtures. Kinetics modeling was used to predict field aging levels throughout pavement thickness and to determine the required laboratory aging duration to match field aging. Kinetics model outputs are calibrated using measured data from the field to account for the effects of oxygen diffusion and percolation. Finally, the calibrated model was validated using independent set of field sections. This work is expected to provide basis for improved asphalt mixture and pavement design procedures in order to save taxpayers' money.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/41755190" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="08084770acd1d1aaf028caadc175d455" rel="nofollow" data-download="{"attachment_id":61912779,"asset_id":41755190,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/61912779/download_file?st=MTczMjM4Nzc4Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="15510046" href="https://ncsu.academia.edu/MichaelElwardany">Michael Elwardany</a><script data-card-contents-for-user="15510046" type="text/json">{"id":15510046,"first_name":"Michael","last_name":"Elwardany","domain_name":"ncsu","page_name":"MichaelElwardany","display_name":"Michael Elwardany","profile_url":"https://ncsu.academia.edu/MichaelElwardany?f_ri=2383","photo":"https://0.academia-photos.com/15510046/14708896/15533181/s65_michael.elwardany.jpg"}</script></span></span></li><li class="js-paper-rank-work_41755190 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="41755190"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 41755190, container: ".js-paper-rank-work_41755190", }); 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Oxidative aging is a major distress mechanism of asphalt pavements. Aging increases the stiffness and brittleness of the material, which leads to a high cracking potential. Thus, an improved understanding of the aging phenomenon and its effect on asphalt binder chemical and rheological properties will allow for the prediction of mixture properties as a function of pavement service life. Many researchers have conducted laboratory binder thin-film aging studies; however, this approach does not allow for studying the physicochemical effects of mineral fillers on age hardening rates in asphalt mixtures. Moreover, aging phenomenon in the field is governed by kinetics of binder oxidation, oxygen diffusion through mastic phase, and oxygen percolation throughout the air voids structure. In this study, laboratory aging trials were conducted on mixtures prepared using component materials of several field projects throughout the USA and Canada. Laboratory aged materials were compared against field cores sampled at different ages. Results suggested that oven aging of loose mixture at 95°C is the most promising laboratory long-term aging method. Additionally, an empirical model was developed in order to account for the effect of mineral fillers on age hardening rates in asphalt mixtures. Kinetics modeling was used to predict field aging levels throughout pavement thickness and to determine the required laboratory aging duration to match field aging. Kinetics model outputs are calibrated using measured data from the field to account for the effects of oxygen diffusion and percolation. Finally, the calibrated model was validated using independent set of field sections. This work is expected to provide basis for improved asphalt mixture and pavement design procedures in order to save taxpayers' money.","downloadable_attachments":[{"id":61912779,"asset_id":41755190,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":15510046,"first_name":"Michael","last_name":"Elwardany","domain_name":"ncsu","page_name":"MichaelElwardany","display_name":"Michael Elwardany","profile_url":"https://ncsu.academia.edu/MichaelElwardany?f_ri=2383","photo":"https://0.academia-photos.com/15510046/14708896/15533181/s65_michael.elwardany.jpg"}],"research_interests":[{"id":2383,"name":"Viscoelasticity","url":"https://www.academia.edu/Documents/in/Viscoelasticity?f_ri=2383","nofollow":false},{"id":4987,"name":"Kinetics","url":"https://www.academia.edu/Documents/in/Kinetics?f_ri=2383","nofollow":false},{"id":7598,"name":"Rheology","url":"https://www.academia.edu/Documents/in/Rheology?f_ri=2383","nofollow":false},{"id":7871,"name":"FTIR 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