Micro-scale continuous and discrete numerical models for nonlinear analysis of masonry shear walls

Massimo Petracca,Luca Pelà,Riccardo Rossi,Stefano Zaghi,Guido Camata,Enrico Spacone

Construction and Building Materials（2017）

引用 84|浏览5

暂无评分

摘要

•A novel damage continuous micro-model for masonry shear walls is presented.•A novel bi-dissipative damage model able to represent dilatancy of mortar joints.•The proposed micro-model is validated and compared to others available in literature.•Results are critically discussed and compared.

查看译文

关键词

Masonry,Continuous micro-modeling,Discrete micro-modeling,Continuum damage model,Interface model,Dilatancy

AI 理解论文

溯源树

样例

生成溯源树，研究论文发展脉络

Chat Paper

正在生成论文摘要