Experimental and numerical investigations of the shear performance of reinforced concrete deep beams strengthened with hybrid SHCC-mesh-Reference-Cited by-同舟云学术

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Experimental and numerical investigations of the shear performance of reinforced concrete deep beams strengthened with hybrid SHCC-mesh

Published:2024-12 Issue: Volume:21 Page:e03495
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Hamoda Ahmed,Ghalla Mohamed,Yehia Saad A.,Ahmed Mizan,Abadel Aref A.,Baktheer Abedulgader,Shahin Ramy I.

Funder

Kafrelsheikh University

King Saud University

Publisher

Elsevier BV

Reference41 articles.

1. Shear strength of RC deep beams with web openings based on two-parameter kinematic theory;Liu;Struct. Concr.,2020

2. Simplified shear design of structural concrete members;Hawkins,2005

3. Reinforced concrete deep beams some test results;Subedi;Mag. Concr. Res.,1986

4. M.M. Raheem, Structural behavior of reinforced concrete deep beams strengthened in flexure with CFRP. Kansas State University, 2019.

5. Numerical evaluation of shear strengthening performance of CFRP sheets/strips and sprayed epoxy coating repair systems;Lee;Compos. Part B: Eng.,2008

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