Size effect in uncracked and pre-cracked reinforced concrete beams shear-strengthened with composite jackets-Reference-Cited by-同舟云学术

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Size effect in uncracked and pre-cracked reinforced concrete beams shear-strengthened with composite jackets

Published:2015-09 Issue: Volume:78 Page:361-376
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

Nguyen-Minh Long,Rovňák Marián

Funder

Vietnamese Foundation for Science & Technology Development (NAFOSTED)

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference39 articles.

1. Numerical simulation of size effect in shear strength of RC beams;An;J Mater Concr Struct Pavements, JSCE,1997

2. Recent approaches to shear design of structural concrete;ASCE-ACI Committe 445;J Struct. Eng.,1999

3. Size effect of reinforced concrete beams strengthened in shear with externalllz bonded CFRP sheets;Bae,2012

4. Near surface mounted CFRP laminates for shear strengthening of concrete beams;Barros;Cem Concr Compos,2006

5. Size effect in shear failure of longitudinally reinforced beams;Bazant;ACI J Proc,1984

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1. Predicting the shear strength of rectangular RC beams strengthened with externally-bonded FRP composites using constrained monotonic neural networks;Engineering Structures;2024-08

2. Proposal and evaluation of new models for predicting the FRP contribution to shear strength in reinforced concrete beams using gene expression programming;Neural Computing and Applications;2024-05-16

3. Review on repairing of structural members with fiber reinforced polymer composites;AIP Conference Proceedings;2024

4. Shear strength prediction of FRP-strengthened concrete beams using interpretable machine learning;Construction and Building Materials;2023-12

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