Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete)

المؤلفون

  • Hisham Mohammed Al-Hassani Building and Constructions Engineering Department, University of Technology مؤلف
  • Jasim Mahmood Al-Kafaji Civil Engineering Department, College of Engineering, Al-Mustansiriyah University مؤلف
  • Murtada Ameer Ismael Civil Engineering Department, College of Engineering, Al-Mustansiriyah University مؤلف

الكلمات المفتاحية:

Flexural Behavior، Hybrid Concrete، Reactive Powder Concrete & Tee Beams

الملخص

Reactive powder concrete has superior mechanical and structural properties but the major drawback of this new construction martial is its high cost. This research presents experimental study to investigate flexural behavior of hybrid tee beams and study the ability of using normal strength concrete together with RPC in the same section to exploit the advantages of these two materials in optimal way. The experimental results showed that using RPC in the web and normal strength concrete in the flange effectively enhanced performance of hybrid T-section beams when compared with normal strength concrete T-beam, however, the increases in the first crack load, ultimate flexural load and ultimate deflection were 86.67%, 60% and 29.19% respectively, while, the increases for the case of using RPC in the flange and normal strength concrete in the web were 20%, 34.28% and 14.97 respectively when compared with normal strength concrete T-beam

 

التنزيلات

Key Dates

منشور

2015-03-01

إصدار

مجلد 19 عدد 2 (2015): 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

Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete). (2015). مجلة الهندسة والتنمية المستدامة, 19(2), 123-140. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/809

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