Numerical modelling of FRP-reinforced masonry walls under in-plane seismic loading

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• 作者：Si Zhang^a ; ^b ; ^c ; Dongmin Yang^b ; ^{d.yang@leeds.ac.uk} ; Yong Sheng^b ; Stephen W. Garrity^b ; Lihua Xu^a
• 关键词：Masonry walls ; FRP ; FE modelling ; Cohesive element ; Seismic performance ; Shear capacity
• 刊名：Construction and Building Materials
• 出版年：2017
• 出版时间：1 March 2017
• 年：2017
• 卷：134
• 期：Complete
• 页码：649-663
• 全文大小：4823 K
• 卷排序：134

文摘

Finite element (FE) models were developed to study BFRP reinforced masonry walls. The FE models accurately predicted the shear strength and reflect damage progression. The seismic behaviours of the masonry before and after reinforcement are effectively simulated. The FE models have the potential to be used in practice.