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Strut-and-tie model for externally bonded CFRP-strengthened reinforced concrete deep beams based on particle swarm optimization algorithm: CFRP debonding and rupture

A substantial number of studies have been done on the shear strengthening of reinforced concrete (RC) beams with externally bonded carbon fibre reinforced polymers (CFRP). However, in reference to shear, there are still many questions concerning the complexity and nature of the failure mechanism of...

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Bibliographic Details
Main Authors: Hanoon, Ammar N., Jaafar, M. S., Hejazi, Farzad, Aziz, Farah N .A. Abdul
Format: Article
Language:English
Published: Elsevier 2017
Online Access:http://psasir.upm.edu.my/id/eprint/63318/1/Strut-and-tie%20model%20for%20externally%20bonded%20CFRP-strengthened%20reinforced%20concrete%20deep.pdf
http://psasir.upm.edu.my/id/eprint/63318/
https://www.sciencedirect.com/science/article/pii/S0950061817307341
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http://psasir.upm.edu.my/id/eprint/63318/1/Strut-and-tie%20model%20for%20externally%20bonded%20CFRP-strengthened%20reinforced%20concrete%20deep.pdf
http://psasir.upm.edu.my/id/eprint/63318/
https://www.sciencedirect.com/science/article/pii/S0950061817307341

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