Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry
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Publication:1767574
DOI10.1016/j.euromechsol.2004.05.003zbMath1058.74627OpenAlexW2023441966MaRDI QIDQ1767574
Thierry Massart, Marc G. D. Geers, Ron H. J. Peerlings
Publication date: 8 March 2005
Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.euromechsol.2004.05.003
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Cites Work
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- Derivation of the in-plane elastic characteristics of masonry through homogenization theory
- Homogenization technique and damage model for old masonry material
- Strain-based transient-gradient damage model for failure analyses
- Homogenization of masonry walls with a computational oriented procedure. Rigid or elastic block?
- A multi-parameter homogenization study for modeling elastic masonry
- Foam mechanics: Nonlinear response of an elastic 3D-periodic microstructure.
- Prediction of the mechanical behavior of nonlinear heterogeneous systems by multi-level finite element modeling
- HOMOGENIZATION OF PERIODIC MASONRY: PLANE STRESS, GENERALIZED PLANE STRAIN OR 3D MODELLING?
- GRADIENT ENHANCED DAMAGE FOR QUASI-BRITTLE MATERIALS
- Multi‐scale constitutive modelling of heterogeneous materials with a gradient‐enhanced computational homogenization scheme
- An orthotropic damage model for masonry structures
- A critical comparison of nonlocal and gradient-enhanced softening continua