An orthotropic damage model for masonry structures

DOI10.1002/nme.495zbMath1098.74676OpenAlexW2158424476MaRDI QIDQ4785201

Roberto Scotta, Luisa Berto, Renato V. Vitaliani, Anna V. Saetta

Publication date: 17 December 2002

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.495

zbMATH Keywords

finite element methodorthotropydamage modelmasonry

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99)

Related Items (12)

On the dynamic behaviour of masonry beam-columns: an analytical approach ⋮ Elastoplastic analysis of pressure‐sensitive materials by an effective three‐dimensional mixed finite element ⋮ Orthotropic multisurface model with damage for macromechanical analysis of masonry structures ⋮ An anisotropic plastic‐damage model for <scp>3D</scp> nonlinear simulation of masonry structures ⋮ A total‐strain based orthotropic continuum model for the cyclic nonlinear behavior of unreinforced brick masonry structures ⋮ Continuum damage model for orthotropic materials: application to masonry ⋮ Structural analysis of masonry historical constructions. Classical and advanced approaches ⋮ Inelastic anisotropic constitutive models based on evolutionary linear transformations on stress tensors with application to masonry ⋮ A coupled two-scale computational scheme for the failure of periodic quasi-brittle thin planar shells and its application to masonry ⋮ Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry ⋮ A homogenized model for the nonlinear analysis of masonry columns in compression ⋮ A nonlinear homogenization procedure for periodic masonry

This page was built for publication: An orthotropic damage model for masonry structures