Flexural Behavior Of Reactive Powder Concrete Tee Beams

المؤلفون

  • Hisham M. Al-Hassani Building and Construction Engineering Department, University of Technology, Baghdad, Iraq مؤلف
  • Jasim M. Al-Kafaji Civil Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq مؤلف
  • Murtada Ameer Ismael Civil Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

Flexural Behavior، Reactive Powder Concrete، Tee beams

الملخص

Reactive powder concrete (RPC) is one of the latest and most important developments in concrete technology. This research presents experimental study to investigate the influence of three ratios of steel fibers (0, 1 and 2%) and three ratios of silica fume (15, 20 and 25%) on flexural behavior of RPC tee beams. The experimental results showed that steel fibers volumetric ratio is an important parameter in enhancing flexural behavior of tee beams, however as steel fibers volumetric ratio increase from 0 to 2% the first crack load, the ultimate flexural load and the ultimate deflection increased with percentages 55.56%, 57.32%, and 57.88% respectively as compared with nonfiberous RPC T-beams. The tests results also showed that the influence of silica fume ratio in the range of 15 to 25% is less significant.

 

التنزيلات

Key Dates

منشور

2014-03-01

إصدار

مجلد 18 عدد 2 (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

Flexural Behavior Of Reactive Powder Concrete Tee Beams. (2014). مجلة الهندسة والتنمية المستدامة, 18(2), 20-35. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/862

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