A total‐strain based orthotropic continuum model for the cyclic nonlinear behavior of unreinforced brick masonry structures
DOI10.1002/nme.6917OpenAlexW4205302370MaRDI QIDQ6092209
Unnamed Author, Unnamed Author, J. G. Rots
Publication date: 23 November 2023
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.6917
finite element methodshear failuredamage localizationmacromodelingcontinuum fracture mechanicstotal-strain rotating crack model
Anisotropy in solid mechanics (74E10) Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99) Theories of fracture and damage (74A45)
Cites Work
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- A micro-mechanical homogenisation model for masonry: application to shear walls
- Numerical modelling of masonry: A material model accounting for damage effects and plastic strains
- A consistent characteristic length for smeared cracking models
- An orthotropic damage model for masonry structures
- Anisotropic modelling and numerical simulation of brittle damage in concrete
- Combining interface damage and friction in a cohesive‐zone model
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