In the paper a continuum damage model for the analysis of masonry structures is presented. Orthotropic behaviour is simulated through the transformed tensor method allowing to solve the anisotropic body in an equivalent isotropic comparison solid. The proposed model has great potentiality in the EM analysis of complex masonry constructions.
L. Pelà, M. Cervera, A. Benedetti (2008). An orthotropic Damage Model for the Analysis of Masonry Structures. ISTANBUL : Cizgi Basim Yayn Ltd.
An orthotropic Damage Model for the Analysis of Masonry Structures
BENEDETTI, ANDREA
2008
Abstract
In the paper a continuum damage model for the analysis of masonry structures is presented. Orthotropic behaviour is simulated through the transformed tensor method allowing to solve the anisotropic body in an equivalent isotropic comparison solid. The proposed model has great potentiality in the EM analysis of complex masonry constructions.File in questo prodotto:
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