In the paper constitutive models of masonry are described. Masonry has been modelled in different ways: a material with a perfect elastic behavior in compression, with bounded tensile strength, with bounded brittle tensile strength and, finally, a material tensile strength that is function of the strain level. The curvature- moment constitutive relations referred to abending sections are obtained. The results are compared to those experimentally obtained.
Experimental and Theoretical Behaviour of Fibre Reinforced Masonry / Borgia, M; Foti, Dora; Monaco, Pietro. - (2007). (Intervento presentato al convegno 8th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures tenutosi a Patras - GRECIA nel 16-18 July 2007).
Experimental and Theoretical Behaviour of Fibre Reinforced Masonry
FOTI, Dora;MONACO, Pietro
2007-01-01
Abstract
In the paper constitutive models of masonry are described. Masonry has been modelled in different ways: a material with a perfect elastic behavior in compression, with bounded tensile strength, with bounded brittle tensile strength and, finally, a material tensile strength that is function of the strain level. The curvature- moment constitutive relations referred to abending sections are obtained. The results are compared to those experimentally obtained.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
