Develop a Relationship of Shear Strength of Reinforced Concrete Beams with Carbon Fiber CF

Authors

  • Ghandi Jahjah Tishreen University
  • Tarek Aslan Tishreen University
  • Ramia Ghalia Tishreen University

Keywords:

Keywords: Shear strengthening –carbon Fiber– CFRP stirrups- statistical analysis .

Abstract

This research Presents an experimental and analytical study. The experimental consists of a study of shear behavior for concrete beams  reinforced with add carbon fibers to the concrete of beams that do not contain transverse stirrups to study their effect on the shear strength of the concrete beams, as it resulted from the study that the carbon fibers added to the concrete mix improved the shear behavior of the concrete beams and increased shear strength, The addition of carbon fibers increased the failure load by (10.8-32.3)% compared to the non-fiber reinforced beam.

The analytical component of the research includes developing the relationship of shear strength to the beams reinforced with carbon fibers,  depending on the results of the experimental study of the research and previous research using statistical analysis.

 

Author Biographies

Ghandi Jahjah, Tishreen University

Professor, Department of Structural Engineering, Faculty of Civil Engineerin

Tarek Aslan, Tishreen University

Associate Professor, Department of Structural Engineering, Faculty of Civil Engineering,

Ramia Ghalia, Tishreen University

Postgraduate Student– Department of Structural Engineering – Faculty Of Civil Engineering

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Published

2021-09-23

How to Cite

1.
جحجاح غ, أصلان ط, بديع ر. Develop a Relationship of Shear Strength of Reinforced Concrete Beams with Carbon Fiber CF. Tuj-eng [Internet]. 2021Sep.23 [cited 2024Apr.26];43(4). Available from: https://journal.tishreen.edu.sy/index.php/engscnc/article/view/10950

Issue

Vol. 43 No. 4 (2021): Tishreen University Journal of Research and Scientific Studies - Engineering Sciences Series

Section

Articles

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Copyright (c) 2021 ttps://creativecommons.org/licenses/by-nc-sa/4.0/

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