An Enriched 2D Multi-Scale Model Based on a Cosserat Continuum for the Analysis of Regular Masonry

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Abstract:

A multi-scale nonlinear homogenization procedure is presented for the analysis of the in-plane structural response of masonry panels characterized by a regular texture. A Cosserat continuum model is adopted at the macroscopic level, while a classical Cauchy model is employed at the microscopic scale; proper bridging conditions are stated to connect the two scales. The constitutive behaviour of bricks and mortar at the microscopic level is based on a scalar damage model, non symmetric in tension and compression. As for the regularization of the strain softening response, the standard fracture energy method is used at micro-level, while at the macro-level the inner capabilities of Cosserat continuum are exploited. A numerical example is presented and a comparison with an experimental test is performed.

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Periodical:

Advanced Materials Research (Volumes 89-91)

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147-152

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January 2010

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© 2010 Trans Tech Publications Ltd. All Rights Reserved

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