Error estimation and adaptivity for nonlocal damage models
From MaRDI portal
Publication:1588104
DOI10.1016/S0020-7683(00)00209-2zbMath0996.74078MaRDI QIDQ1588104
Antonio Rodríguez-Ferran, Antonio Huerta
Publication date: 31 October 2002
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
finite element discretizationquasi-brittle materialsvon Mises modelarc parameterarc-length controlBrazilian tensile splitting testMazars modelnonlocal damage modelsquadrilateral \(h\)-remeshingquasi-brittle failureresidual type error estimatorsingle-edge notched beam test
Related Items (10)
A medial-axis-based model for propagating cracks in a regularised bulk ⋮ Numerical modeling of the double punch test for plain concrete ⋮ Error assessment and mesh adaptivity for regularized continuous failure models ⋮ Damage growth modeling using the thick level set (TLS) approach: efficient discretization for quasi-static loadings ⋮ Arc-length procedures with BEM in physically nonlinear problems ⋮ Criteria for mesh refinement in nonlocal damage finite element analyses ⋮ Efficient and reliable nonlocal damage models ⋮ A cohesive zone model which is energetically equivalent to a gradient-enhanced coupled damage-plasticity model ⋮ Non-local damage model based on displacement averaging ⋮ A new damage model based on non-local displacements
This page was built for publication: Error estimation and adaptivity for nonlocal damage models