PROPOSED EXPRESSIONS FOR TORSIONAL CAPACITY OF RPC BEAMS

المؤلفون

  • Hisham M. Al-Hassani Building and Constructions Engineering Department, University of Technology, Baghdad, Iraq مؤلف
  • Jamal S. Al-Abasi Civil Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq مؤلف
  • Wissam K. Al-Saraj Civil Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

RPC، Regression Analysis، Tcr and Tn، Torsion

الملخص

In this study, two theoretical models were used to propose expressions for the ultimate torsional capacity of Reactive Powder Concrete (RPC) beams, by using regression analysis on test results through the use of the trail version 9 of data Fit software of Oakdale Engineering computer programs. The first model depends on the well known codes provisions for torsional capacity with adding the effect of steel fibers to the proposed expressions. The second model is regression analysis of the results of experimental torsion tests conducted on RPC beams in this investigation and previous study . Both the cracking and ultimate torsional strengths are established by this method.The proposed expression of Tcr and Tn showed good agreement with the experimental results provided by reverences.

التنزيلات

Key Dates

منشور

2015-05-01

إصدار

مجلد 19 عدد 3 (2015): Journal of Engineering and Development

القسم

Articles

الرخصة

Creative Commons License

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The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
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كيفية الاقتباس

M. Al-Hassani, H. ., S. Al-Abasi, J., & K. Al-Saraj, W. (2015). PROPOSED EXPRESSIONS FOR TORSIONAL CAPACITY OF RPC BEAMS. مجلة الهندسة والتنمية المستدامة, 19(3), 25-33. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/761

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