Numerical analysis of masonry structures via interface models.
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Publication:5955324
DOI10.1016/S0045-7825(01)00225-0zbMath1116.74341OpenAlexW2013990258MaRDI QIDQ5955324
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Publication date: 13 February 2002
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0045-7825(01)00225-0
Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Fracture and damage (74R99)
Related Items (9)
The interphase model applied to the analysis of masonry structures ⋮ The interphase finite element ⋮ Cohesive crack model for mixed mode fracture of brick masonry ⋮ An adaptive multi-scale computational modelling of Clare College Bridge ⋮ Mesoscopic modelling of masonry using weak and strong discontinuities ⋮ Damage and plasticity at the interfaces in composite materials and structures ⋮ An adaptive multi-scale approach to the modelling of masonry structures ⋮ Dynamics of a gravity stonewall ⋮ A nonlinear homogenization procedure for periodic masonry
Cites Work
- A mathematical description of macroscopic behaviour of brick masonry
- Microstructural model for dry block masonry walls with in-plane loading
- A cohesive interface model for the structural mechanics of block masonry
- Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
- Non-smooth multisurface plasticity and viscoplasticity. Loading/unloading conditions and numerical algorithms
- An isoparametric joint/interface element for finite element analysis
- AN INTERFACE MODEL FOR ANALYSIS OF DEFORMATION BEHAVIOUR OF DISCONTINUITIES
- Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface
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