Structural Performance of Concrete Corners Reinforced with Different Steel Reinforced Detail under Static Loading-Reference-Cited by-同舟云学术

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Structural Performance of Concrete Corners Reinforced with Different Steel Reinforced Detail under Static Loading

Published:2022-11-02 Issue: Volume: Page:
ISSN:
Container-title:Forensic Engineering 2022
language:
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Author:

Al Rikabi Fouad T.¹²³¹⁴,Hussein Husam H.¹²³¹⁴,Khoury Issam¹²³¹⁴,Hamid Waleed K.¹²³¹⁴,Abdulmohsin Khamees Ali¹²³¹⁴

Affiliation:

1. Ph.D. Research Scholar, Dept. of Civil Engineering, Ohio Univ., Athens, OH.

2. Ph.D. Research Scholar, Dept. of Civil Engineering, Ohio Univ., Athens, OH. ORCID: .

3. Assistant Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH.

4. Dept. of Civil Engineering, Thi Qar Univ., Thi Qar, Iraq.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484548.117

Reference16 articles.

1. Strength and Behavior of Steel Fiber Reinforced Concrete Corners under Opening Bending Moment;Abdul-Wahab H. M. S.;Magazine of Concrete Research,1998

2. Design Proposal for Synthetic Fiber-Reinforced Concrete Pipes Using Finite Element Analysis;Al Rikabi F. T.;Journal of Testing and Evaluation,2020

3. Evaluation of Synthetic Fiber Reinforced Concrete Pipe Performance Using Three-Edge Bearing Test;Al Rikabi F. T.;Journal of Testing and Evaluation,2018

4. Experimental Investigation of Thin-Wall Synthetic Fiber-Reinforced Concrete Pipes;Al Rikabi F. T.;ACI Structural Journal,2018

5. Shear behavior of macro-synthetic fiber-reinforced concrete beams without stirrups;Altoubat S.;ACI Materials J,2009

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