A multiscale model for the structural analysis of the in-plane response of periodic masonry panels is presented, adopting at the macroscopic level the Cosserat micropolar continuum. At the microscopic scale, the classical Cauchy model is employed and a plastic-damage constitutive law is introduced. The nonlinear homogenization is performed employing the Transformation Field Analysis (TFA) technique. A numerical procedure is developed and implemented in a Finite Element (FE) code in order to analyze masonry structural problems.
A Cosserat multiscale model for damaged regular masonry walls / Addessi, Daniela; E., Sacco. - ELETTRONICO. - (2011). (Intervento presentato al convegno XX Congresso dell'Associazione Italiana di Meccanica Teorica e Applicata tenutosi a Bologna nel 12-15 settembre 2011).
A Cosserat multiscale model for damaged regular masonry walls
ADDESSI, Daniela;
2011
Abstract
A multiscale model for the structural analysis of the in-plane response of periodic masonry panels is presented, adopting at the macroscopic level the Cosserat micropolar continuum. At the microscopic scale, the classical Cauchy model is employed and a plastic-damage constitutive law is introduced. The nonlinear homogenization is performed employing the Transformation Field Analysis (TFA) technique. A numerical procedure is developed and implemented in a Finite Element (FE) code in order to analyze masonry structural problems.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
