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• W2015223417 abstract "The out-of-plane behaviour of unreinforced and CFRP reinforced masonry wall is studied by means of experimental investigation and numerical FE modelling. The latter is based on a linear constitutive law both for ashlars and mortar joints constituting masonry and the lines of potential delamination are taken into account by means of an interface element with bi-linear law, reproducing the opening failure mode. When reinforcement is introduced, an interface element with bi-linear law is also used, reproducing sliding failure mode. Comparison between numerical and experimental results show the reliability of the modelling. Moreover, a parametric analysis is carried out in order to investigate the influence of the parameters defining the interface laws." @default.
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• W2015223417 date "2014-03-01" @default.
• W2015223417 modified "2023-10-17" @default.
• W2015223417 title "Nonlinear FE analysis of out-of-plane behaviour of masonry walls with and without CFRP reinforcement" @default.
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• W2015223417 doi "https://doi.org/10.1016/j.conbuildmat.2013.12.068" @default.
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