A microplane model is presented for the nonlinear finite element analysis of masonry structures. The model is developed for plane-stress problems. For each microplane a damage constitutive law is defined which correlates normal and tangential components of the strain vector acting on the specific microplane with the corresponding stress vector components. Some numerical analyses are performed on masonry panels and the results compared with experimental data.
Borino G., Cottone G., Parrinello F. (2003). A microplane model for plane-stress masonry structures. In B. K. J. Bathe (MIT (a cura di), Computational Fluid and Solid Mechanics 2003 (pp. 115-117). Elsevier Inc. [10.1016/B978-008044046-0.50030-0].
A microplane model for plane-stress masonry structures
Borino G.
;Cottone G.;Parrinello F.
2003-01-01
Abstract
A microplane model is presented for the nonlinear finite element analysis of masonry structures. The model is developed for plane-stress problems. For each microplane a damage constitutive law is defined which correlates normal and tangential components of the strain vector acting on the specific microplane with the corresponding stress vector components. Some numerical analyses are performed on masonry panels and the results compared with experimental data.
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