Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels
2006
Abstract The paper presents a numerical and an experimental analysis of the in-plane shear behaviour of hollow brick masonry panels. The non-linear behaviour of masonry is modeled considering elastic-perfectly plastic behaviour of the mortar joint. Experimental methodology consists in the diagonal compression of considered masonry walls. Numerical and experimental results are compared and discussed. The efficiency of modelling to forecast a representative failure mode of the masonry is investigated.
Keywords:
- Correction
- Source
- Cite
- Save
- Machine Reading By IdeaReader
10
References
71
Citations
NaN
KQI