Nonlinear analysis of masonry panels strengthened with textile reinforced mortar
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- 作者：M. Basili ; michela.basili@uniroma.it" class="auth_mail" title="E-mail the corresponding author ; G. Marcari1 ; giancarlo.marcari@uniroma1.it" class="auth_mail" title="E-mail the corresponding author ; F. Vestroni2 ; fabrizio.vestroni@uniroma1.it" class="auth_mail" title="E-mail the corresponding author
- 关键词：Tuff masonry ; In-plane shear behavior ; Structural retrofitting ; Basalt Textile Reinforced Mortar (BTRM)
- 刊名：Engineering Structures
- 出版年：2016
- 出版时间：15 April 2016
- 年：2016
- 卷：113
- 期：Complete
- 页码：245-258
- 全文大小：4773 K
文摘
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Modelling approach for the analysis of reinforced masonry panels with basalt textiles.
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Macroscopic smeared crack approach assumed for the unreinforced and reinforced panels.
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Sensitivity analyses carried out to investigate the influence of each parameter.
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Representative numerical models for the unreinforced and the reinforced panels defined.
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Numerical-experimental comparisons to investigate models feasibility.