Finite element modelling of frp-reinforced masonry walls under in-plane loadings

被引：0
|
作者：
Zhang, Si [1 ,2 ]
Xu, Li-Hua [1 ]
Yang, Dong-Min [2 ]
Sheng, Yong [2 ]
机构：
[1] School of Civil Engineering, Wuhan University, Wuhan, 430072, Hubei
[2] School of Civil Engineering, University of Leeds, Leeds
来源：
Gongcheng Lixue/Engineering Mechanics | 2015年 / 32卷 / 12期
关键词：
FEM; FRP; Interface element; Masonry structure; Seismic performance; Shear bearing capacity;
D O I：
10.6052/j.issn.1000-4750.2014.11.0982
中图分类号：
学科分类号：
摘要：
In an attempt to capture the features of the masonry walls before and after reinforcement, the finite element meso-scale models of the FRP-reinforced masonry walls with flemish bond are constructed using zero-thickness cohesive elements in ABAQUS. The responses of the finite element models are validated with the experimental results of the cyclic tests and the analytical results of the relative codes for monotonic cases. The results show that the finite element models are capable of simulating the seismic performance of the FRP-reinforced masonry walls accurately, analyzing the effect of FRP reinforcement and calculating the shear bearing capacity of the unreinforced and FRP-reinforced masonry walls under monotonic loadings. © 2015, Engineering Mechanics Press. All right reserved.
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页码：233 / 242
页数：9
相关论文
共 29 条
  • [11] Gabor A., Ferrier E., Jacquelin E., Hamelin P., Analysis of the in-plane shear behaviour of FRP reinforced hollow brick masonry walls, Structural Engineering and Mechanics, 19, 3, pp. 237-260, (2005)
  • [12] Liu J., Research on mechanical performance of masonry wall strengthened with GFRP, (2006)
  • [13] Yang W., Constitutive relationship model for masonry materials, Building Structure, 38, 10, pp. 80-82, (2008)
  • [14] Zheng N., Research on seismic behavior of masonry structures with fabricated tie-columns, (2010)
  • [15] Li Z., Damage Mechanics and Applications, pp. 16-17, (2002)
  • [16] Elgawady M.A., Lestuzzi P., Badoux M., Static cyclic response of masonry walls retrofitted with fiber-reinforced polymers, Journal of Composites for Construction, 11, 1, pp. 50-61, (2007)
  • [17] Zhang S., Xu L., Hu X., Seismic performance of masonry walls strengthened with BFRP, Engineering Journal of Wuhan University, 48, 3, pp. 294-299, (2015)
  • [18] GB/T 3354-1999, Test method for tensile properties of oriented fiber reinforced plastics, (1999)
  • [19] Burnett S., Gilbert M., Molyneaux T., Beattie G., Hobbs B., The performance of unreinforced masonry walls subjected to low-velocity impacts: finite element analysis, International Journal of Impact Engineering, 34, 8, pp. 1433-1450, (2007)
  • [20] Sayed A.M., Wang X., Wu Z., Finite element modeling of the shear capacity of RC beams strengthened with FRP sheets by considering different failure modes, Construction and Building Materials, 59, pp. 169-179, (2014)
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