This paper deals with elastoplastic constitutive equations for masonry. This model is formulated in a fairly general way to include several types of stress ranges encountered in applications. This constitutive law, which is a generalization of that of normal elastic materials, has been implemented into the finite element code MADY and used for the dynamic analysis of a masonry tower. The results obtained for both elastoplastic and normal elastic materials are compared.
An elasto-plastic model for masonry / Lucchesi, Massimiliano; Pintucchi, BARBARA LORENZA; Zani, Nicola. - STAMPA. - 3:(2017), pp. 1277-1286. (Intervento presentato al convegno AIMETA 2017 tenutosi a Salerno nel 4th-7th September 2017).
An elasto-plastic model for masonry
LUCCHESI, MASSIMILIANO;PINTUCCHI, BARBARA LORENZA;ZANI, NICOLA
2017
Abstract
This paper deals with elastoplastic constitutive equations for masonry. This model is formulated in a fairly general way to include several types of stress ranges encountered in applications. This constitutive law, which is a generalization of that of normal elastic materials, has been implemented into the finite element code MADY and used for the dynamic analysis of a masonry tower. The results obtained for both elastoplastic and normal elastic materials are compared.
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