Flexural capacity design model of reinforced concrete beams strengthened with hybrid bonded CFRP-Reference-Cited by-同舟云学术

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Flexural capacity design model of reinforced concrete beams strengthened with hybrid bonded CFRP

Published:2024-11 Issue: Volume:319 Page:118822
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Ying,Zhang Feng,Wu Lan,Han Hao-Zhe,Wu Yu-Fei

Funder

Shandong Province Natural Science Foundation

Publisher

Elsevier BV

Reference45 articles.

1. FRP-to-concrete interfaces between two adjacent cracks: theoretical model for debonding failure[J];Teng;Int J Solids Struct,2006

2. Performance of FRP-strengthened RC beams with different concrete surface profiles;Yalim,2008

3. Increasing flexural capacity of reinforced concrete beams using carbon fiber-reinforced polymer composites;Sergio;ACl Struct J,2003

4. Reliability assessment for flexural FRP-strengthened reinforced concrete beams based on importance sampling;Huang;Compos Part B Eng,2019

5. Intermediate crack-induced debonding in RC beams and slabs;Teng;Constr Build Mater,2003

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