Modelling of CFRP-Strengthened RC Shear Walls with a Focus on End-Anchor Effects

Modelling of CFRP-Strengthened RC Shear Walls with a Focus on End-Anchor Effects

This study first provides an overview of the development of a novel tube anchor system for the seismic strengthening or repair of reinforced concrete (RC) shear walls with carbon fibre-reinforced polymer (CFRP) sheets. The new anchor system can significantly improve the load transfer mechanism betwe...

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Bibliographic Details
Main Authors: Vahid Sadeghian, Said Ali Said, David Lau
Format: Article
Language:English
Published: MDPI AG 2023-03-01
Series:Buildings
Subjects:
carbon fibre-reinforced polymer (CFRP)
reinforced concrete (RC) shear walls
finite element modelling
cyclic response
ultimate collapse
strength degradation
Online Access:https://www.mdpi.com/2075-5309/13/3/747

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