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An orthotropic damage model for masonry structures

โœ Scribed by Luisa Berto; Anna Saetta; Roberto Scotta; Renato Vitaliani


Publisher
John Wiley and Sons
Year
2002
Tongue
English
Weight
922 KB
Volume
55
Category
Article
ISSN
0029-5981

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An orthotropic damage model for concrete
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An orthotropic damage model for concrete at different temperatures is presented in this paper. It also considers the unilateral effect of concrete in a three-dimensional problem. An uniaxial compression experiment at different temperaturb is made successfully. This model corresponds well to the expe

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By considering masonry as a composite material, its mechanical properties are obtained by taking into account the properties of the components (bricks and mortar) through a homogenisation technique. To describe the behaviour of the material components a unilateral damage model is proposed. This mode