First Diagonal Cracking and Ultimate Shear of Reactive Powder Concrete T-Beams without Stirrups

المؤلفون

  • Hisham Mohamad Ali Al-Hassani Building and Construction Engineering Department, University of Technology, Baghdad Iraq. مؤلف
  • Jamal Saeed Abd Alamir Civil Engineering Department,Mustansiriyah University, Baghdad, Iraq مؤلف
  • Nagham Tariq Hamad Highway and Transportation Engineering Department, Mustansiriyah University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

ultimate shear load، first diagonal cracking، Reactive Powder Concrete، Tee Beams

الملخص

The first diagonal cracking and ultimate shear load of reactive powder concrete (RPC) T-beams were investigated in this paper. Six beams were tested, and a simplified formulation for the first diagonal cracking capacity Vcr is proposed while the analytical model to predict the ultimate shear capacity Vu is formulated based on the two bounds theory (upper and lower bound). A fiber reinforcing parameter is constituted and used based on the Variable Engagement Model (VEM). The predicted values of Vcr and Vu are compared with the test results and give good agreements.

التنزيلات

Key Dates

منشور

2014-09-01

إصدار

مجلد 18 عدد 5 (2014): Journal of Engineering and Development

القسم

Articles

الرخصة

Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

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.
Creative Commons-Attribution (BY)

كيفية الاقتباس

First Diagonal Cracking and Ultimate Shear of Reactive Powder Concrete T-Beams without Stirrups. (2014). مجلة الهندسة والتنمية المستدامة, 18(5), 149-164. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/955

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