Mesoscopic modelling of masonry using weak and strong discontinuities
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Publication:465888
DOI10.1016/j.cma.2012.11.005zbMath1297.74100OpenAlexW2152246506MaRDI QIDQ465888
Lambertus Johannes Sluys, Angelo Simone, Kurt De Proft, Bram Vandoren
Publication date: 24 October 2014
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2012.11.005
Optimization of other properties in solid mechanics (74P10) Theories of fracture and damage (74A45) Topological methods for optimization problems in solid mechanics (74P15)
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Cites Work
- Unnamed Item
- Multiscale damage contact-friction model for periodic masonry walls
- Multilevel approach for brick masonry walls. I: A numerical strategy for the nonlinear analysis
- Material rate dependence and mesh-sensitivity in localization problems
- A finite element with embedded localization zones
- Modeling mixed-mode dynamic crack propagation using finite elements: Theory and applications
- Discontinuous failure analysis for mode-I and mode-II localization problems
- Strain-based transient-gradient damage model for failure analyses
- An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
- An \(h\)-\(p\) adaptive method using clouds
- Non-homogeneous displacement jumps in strong embedded discontinuities.
- Comparative study on finite elements with embedded discontinuities.
- Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry
- A micro-mechanical model for the homogenisation of masonry.
- Strong discontinuities and continuum plasticity models: the strong discontinuity approach.
- Substructuring technique in nonlinear analysis of brick masonry subjected to concentrated load
- Partition of unity-based discontinuous elements for interface phenomena: computational issues
- A Generalized Finite Element Method for polycrystals with discontinuous grain boundaries
- An enhanced multi-scale approach for masonry wall computations with localization of damage
- A regularized XFEM model for the transition from continuous to discontinuous displacements
- THE PARTITION OF UNITY METHOD
- Energy release control for numerical simulations of failure in quasi-brittle solids
- On the numerical integration of interface elements
- The use of ADINA for analysis of mines with explosive fills
- Discretization influence in strain—softening problems
- Combining interface damage and friction in a cohesive‐zone model
- Numerical analysis of masonry structures via interface models.