Prediction of Failure Load of R/C Beams Strengthened with FRP Plate Due to Stress Concentration at the Plate End-Reference-Cited by-同舟云学术

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Prediction of Failure Load of R/C Beams Strengthened with FRP Plate Due to Stress Concentration at the Plate End

Published:1998 Issue:2 Volume:95 Page:
ISSN:0889-3241
Container-title:ACI Structural Journal
language:en
Short-container-title:SJ

Author:

Publisher

American Concrete Institute

Subject

Building and Construction,Civil and Structural Engineering

Cited by 30 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Behavior of Reinforced Concrete Beams Strengthened in Negative Moment Region Using CFRP Plates;Construction Technologies and Architecture;2023-06-12

2. Comparative Study of Fiber Glass Reinforced Polymer and Carbon Fiber Reinforced Polymer on Cube and Cylinder;Science & Technique;2023-02-09

3. Finite element analysis of beams strengthened in flexure with carbon fiber reinforced polymer plates;AIP Conference Proceedings;2023

4. A framework for predicting the debonding failure modes of RC beams strengthened flexurally with FRP sheets;Innovative Infrastructure Solutions;2022-08-02

5. Anchoring Issues of CFRP Laminates to Concrete Members;Polymers;2022-06-09

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