Autor(es):
Mohamad, Gihad 
; Lourenço, Paulo B. ; Roman, Humberto R.
Data: 2005
Identificador Persistente: http://hdl.handle.net/1822/4939
Origem: RepositóriUM - Universidade do Minho
Detalhes do Documento
Mechanical behavior assessment of concrete block masonry prisms under compression
Descrição
The aim of this work is to critically assess a stress-strain model using experimental masonry prisms constructed from different blocks and mortar. The following conclusion may be drawn from this work: mortar is mostly responsible for the non-linear behavior of masonry. The initial tangent modulus, obtained taking into account the compressive strength, provides a strongly non-linear relationship between elasticity modulus and compressive strength.
The aim of this work is to critically assess a stress-strain model using experimental masonry prisms constructed from different blocks and mortar. The following conclusion may be drawn from this work: mortar is mostly responsible for the non-linear behavior of masonry. The initial tangent modulus, obtained taking into account the compressive strength, provides a strongly non-linear relationship between elasticity modulus and compressive strength.
Tipo de Documento
Documento de conferência
Idioma Inglês
Idioma Inglês
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