Analysis of concrete fracture using a novel cohesive crack method
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Publication:611713
DOI10.1016/j.apm.2010.04.019zbMath1201.74288OpenAlexW2076872251MaRDI QIDQ611713
Publication date: 14 December 2010
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2010.04.019
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Related Items (7)
Localised failure mechanism as the basis for constitutive modelling of geomaterials ⋮ High regularity partition of unity for structural physically non-linear analysis ⋮ Stable cracking particles method based on stabilized nodal integration and updated Lagrangian kernel ⋮ The elastoplastic analysis of a tunnel using the EFG method: a comparison of the EFGM with FEM and FDM ⋮ Convergence of fracture process zone size in cohesive zone modeling ⋮ An efficient automatic adaptive algorithm for cohesive crack propagation modeling of concrete structures using matrix-free unstructured Galerkin finite volume method ⋮ A new approach for physically nonlinear analysis of continuum damage mechanics problems using the generalized/extended finite element method with global-local enrichment
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