Numerical analysis of fibre reinforced polymer retrofitted masonry panels

作者：Luccioni Bibiana^*; Rougier Viviana C

来源：Engineering Structures, 2013, 49: 360-372.

DOI：10.1016/j.engstruct.2012.10.032

• Masonry
• Fibre reinforced polymer
• Retrofitting
• Mechanical behaviour numerical model

The numerical analysis of the in-plane mechanical behaviour of unreinforced and carbon fibre reinforced polymer (CFRP) retrofitted masonry walls, using a coupled damaged-plasticity model, is presented in this paper. The comparison of numerical and experimental results shows the model ability to simulate the in-plane behaviour of masonry elements retrofitted with CFRP. Numerical analyses are carried out to verify the efficiency of the reinforcement with CFRP. Finally, the in-plane behaviour of real scale retrofitted walls is reproduced.

• 出版日期2013-4