Modelling approaches of the in-plane shear behaviour of unreinforced and FRP strengthened masonry panels

被引：85
作者：
Gabor, A.
Bennani, A.
Jacquelin, E.
Lebon, F.
机构：
[1] Univ Lyon 1, Lab Mecan Mat, F-69622 Villeurbanne, France
[2] CNRS, Lab Mecan & Acoust, F-13402 Marseille 20, France
来源：
COMPOSITE STRUCTURES | 2006年 / 74卷 / 03期
关键词：
hollow brick masonry; FRP reinforcement; non-linear sbear behaviour; finite element modelling; homogenization;
D O I：
10.1016/j.compstruct.2005.04.012
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
The paper presents different finite element modelling approaches. developed with a commercial software, for the analysis of the behaviour of unreinforced and FRP strengthened masonry walls when their are subjected to a predominant shear load. Three models are analyzed, having different complexity levels. These models are used for the simulation of diagonal compression tests on masonry panels. The numerical simulations are compared with experimental results and the reliability of the different finite element models is discussed. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码：277 / 288
页数：12
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