Identification of the representative crack length evolution in a multi-level interface model for quasi-brittle masonry
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Publication:619920
DOI10.1016/j.ijsolstr.2010.06.024zbMath1203.74125OpenAlexW1992659314MaRDI QIDQ619920
Publication date: 19 January 2011
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2010.06.024
identificationhomogenizationinterfaceasymptotic analysisunilateral contactmasonrycrack length evolution
Related Items (2)
A model of imperfect interface with damage ⋮ Asymptotic behavior of a hard thin linear elastic interphase: an energy approach
Uses Software
Cites Work
- Homogenization of non-periodic masonry structures
- Derivation of the in-plane elastic characteristics of masonry through homogenization theory
- Cosserat and Cauchy materials as continuum models of brick masonry
- Development of ``event-to-event nonlinear technique to lightly reinforced concrete beams by simplified constitutive modeling
- Numerical study of soft adhesively bonded joints in finite elasticity
- New trends in the analysis of masonry structures
- Homogenization technique and damage model for old masonry material
- Effective elastic properties of an anisotropic material with arbitrarily oriented interacting cracks
- Microstructural model for dry block masonry walls with in-plane loading
- A cohesive interface model for the structural mechanics of block masonry
- A homogenization approach to the ultimate strength of brick masonry
- Derivation of 3D masonry properties using numerical homogenization technique
- Numerical strategies for solving continuum damage problems with softening: Application to the homogenization of Masonry
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