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Abrasion of Reactive Powder Concrete under Direct Water Impact | Scientific.Net

<!DOCTYPE html> <html lang="en" dir="ltr"> <head> <meta name="format-detection" content="telephone=no"> <meta name="viewport" content="width=device-width, initial-scale=1.0" /> <meta charset="utf-8"> <meta http-equiv="X-UA-Compatible" content="IE=edge"> <link rel="canonical" href="https://www.scientific.net/AMM.897.41" /> <meta property="og:title" content="Abrasion of Reactive Powder Concrete under Direct Water Impact | Scientific.Net" /> <meta property="og:type" content="website" /> <meta property="og:url" content="https://www.scientific.net/AMM.897.41" /> <meta property="og:image" content="/Content/app/scinet5/images/metadata_logo.png" /> <meta property="og:image:type" content="image/png" /> <meta property="og:image:width" content="261" /> <meta property="og:image:height" content="260" /> <meta property="og:image:alt" content="Scientific.Net Logo" /> <meta name="citation_language" content="en" /> <meta name="citation_publisher" content="Trans Tech Publications Ltd" /> <meta name="citation_title" content="Abrasion of Reactive Powder Concrete under Direct Water Impact" /> <meta name="citation_publication_date" content="2020" /> <meta name="citation_online_date" content="2020/04/23" /> <meta name="citation_conference_title" content="4th International Conference on Civil, Architectural, Structural and Construction Engineering" /> <meta name="citation_journal_title" content="Applied Mechanics and Materials" /> <meta name="citation_issn" content="1662-7482" /> <meta name="citation_volume" content="897" /> <meta name="citation_firstpage" content="41" /> <meta name="citation_lastpage" content="48" /> <meta name="citation_pdf_url" content="https://www.scientific.net/AMM.897.41.pdf" /> <meta name="citation_abstract_html_url" content="https://www.scientific.net/AMM.897.41" /> <meta name="citation_keywords" content="Abrasion;Hybrid Fiber;RPC;Water Impact;Water-Jet Method" /> <meta name="citation_doi" content="10.4028/www.scientific.net/AMM.897.41" /> <meta name="citation_author" content="Munther L. 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Horszczaruk, Abrasion resistance of high-performance hydraulic concrete with polypropylene fibers, Tribologia 1 (2012) 63-72." /> <meta name="citation_reference" content="K. Rahmani, A. Shamsai, B. Saghafian, S. Peroti, Effect of water and cement ratio on compressive strength and abrasion of microsilica concrete, Middle-East J. Sci. Res. 12 (2012) 1056-1061." /> <meta name="person" content="Munther L. Abdul Hussein, Sallal R. Abid, Sajjad H. Ali" /> <meta name="description" content="An experimental program was directed in this study to evaluate the abrasion resistance of reactive powder concrete (RPC) under direct normal impact of water jet. Abrasion and compressive strength specimens were cast from six RPC mixtures using different single and hybrid distributions of 6 mm-length and 15 mm-length micros-steel fibers and 18 mm-length polypropylene fiber. Fixed mix proportions were used for the six RPC mixtures and with fixed total volumetric fiber content of 2.5%. In addition to the RPC mixtures, a normal concrete mixture was prepared for comparison purposes. All specimens were cured in the same conditions and tested at an age of 28 days. The test results showed that abrasion weight losses increase with time at rates that are independent of fiber type and fiber distribution. The results also showed that all RPC mixtures exhibited significantly lower abrasion losses than normal concrete. The lowest percentage abrasion weight losses were recorded for the mixture with pure 15 mm micro-steel, where after 12 testing hours, it was 0.41% of the total weight before testing. On the other hand, the mixture with pure 6 mm micro-steel fiber exhibited the highest percentage abrasion weight loss (0.98%) among the six RPC mixtures. Another conclusion is that the inclusion of polypropylene fiber to compose hybrid fiber distribution with micro-steel fiber led mostly to lower abrasion losses." /> <meta name="keywords" content="Abrasion, Hybrid Fiber, RPC, Water Impact, Water-Jet Method" /> <meta name="copyright" content="2020 Trans Tech Publications Ltd. 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Water Impact</h1> </div> <div class="paper-statistics"> <div class="loading"> <i class="inline-icon download-and-visitor-statistics-icon"></i> <span class="normal-text" id="paperDownloadsAndVisitorsCount"></span> </div> </div> <div class="clearfix"></div> <div class="page-paper-title"> <div class="preview-block"> <img alt="Article Preview" width="128" height="180" src="/AMM.897.41/thumbnail.gif"> <div id="preview-button" data-url-preview-log="/Paper/PreviewImageLog?paperId=556187"> <i class="inline-icon preview-icon"></i> </div> <!--Modal window for article preview--> <div id="paper-preview-modal" class="modal fade"> <div class="modal-dialog" role="document"> <div class="popup-page-name underline-begin"> <div class="page-name-block-text">Article Preview</div> </div> <img alt="Article Preview" class="preview-image lazyload" data-src="/AMM.897.41/preview.gif"> <a data-dismiss="modal" title="Close" class="inline-icon close-icon"></a> </div> </div> <!--End modal--> </div> <div class="abstract-block-description"> <h3 class="page-paper-first-header">Abstract:</h3> <p class="normal-text"> An experimental program was directed in this study to evaluate the abrasion resistance of reactive powder concrete (RPC) under direct normal impact of water jet. Abrasion and compressive strength specimens were cast from six RPC mixtures using different single and hybrid distributions of 6 mm-length and 15 mm-length micros-steel fibers and 18 mm-length polypropylene fiber. Fixed mix proportions were used for the six RPC mixtures and with fixed total volumetric fiber content of 2.5%. In addition to the RPC mixtures, a normal concrete mixture was prepared for comparison purposes. All specimens were cured in the same conditions and tested at an age of 28 days. The test results showed that abrasion weight losses increase with time at rates that are independent of fiber type and fiber distribution. The results also showed that all RPC mixtures exhibited significantly lower abrasion losses than normal concrete. The lowest percentage abrasion weight losses were recorded for the mixture with pure 15 mm micro-steel, where after 12 testing hours, it was 0.41% of the total weight before testing. On the other hand, the mixture with pure 6 mm micro-steel fiber exhibited the highest percentage abrasion weight loss (0.98%) among the six RPC mixtures. 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Abdul Hussein</a>, <a class="inline-icon mail-icon-red author-send-message" href="#" data-url="/Paper/_Message?paperId=556187&amp;personId=1606220&amp;urlSent=https%3A%2F%2Fwww.scientific.net%2FAMM.897.41" title="Send message to Corresponding Author"> </a> <a href="/author-papers/sallal-r-abid">Sallal R. Abid</a>*, <a href="/author-papers/sajjad-h-ali">Sajjad H. 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