Shear capacity assessment of reinforced concrete beams with corroded stirrups-Reference-Cited by-同舟云学术

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Shear capacity assessment of reinforced concrete beams with corroded stirrups

Published:2017-03 Issue: Volume:134 Page:176-184
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

El-Sayed Ahmed K.

Funder

National Plan for Science, Technology and Innovation

King Abdulaziz City for Science and Technology

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Effect of rebar corrosion on the structural performance of single reinforced beams;Lee,1996

2. Effect of degree of corrosion on the properties of reinforcing steel bars;Almusallam;Constr. Build. Mater.,2001

3. Residual capacity of corroded reinforcing bars;Du;Mag. Concr. Res.,2005

4. Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members;Al-Sulaimani;ACI Struct. J.,1990

5. Corrosion effects on bond strength in reinforced concrete;Stanish;ACI Struct. J.,1999

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1. Hybrid Machine learning Techniques-Aided design of corroded reinforced concrete beams;Computers & Structures;2024-07

2. Steel corrosion induced shear performance deterioration of RC beams: Experimental investigation and numerical simulation;Case Studies in Construction Materials;2024-07

3. Prediction of shear strength of RC slender beams based on interpretable machine learning;Structures;2023-11

4. An improved method for predicting the shear strength of corroded reinforced concrete beams with experimental and numerical validation;Structure and Infrastructure Engineering;2023-08-07

5. Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams Part II: Multi-Angle Truss Model;ACI Structural Journal;2023-07-01

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