A fracture framework for Euler-Bernoulli beams based on a full discontinuous Galerkin formulation/extrinsic cohesive law combination
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Publication:3018036
DOI10.1002/nme.3008zbMath1217.74115OpenAlexW2046130890MaRDI QIDQ3018036
Ludovic Noels, Gauthier Becker
Publication date: 20 July 2011
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.3008
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Brittle fracture (74R10) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (3)
A full-discontinuous Galerkin formulation of nonlinear Kirchhoff-Love shells: elasto-plastic finite deformations, parallel computation, and fracture applications ⋮ A one field full discontinuous Galerkin method for Kirchhoff-love shells applied to fracture mechanics ⋮ Interior penalty discontinuous Galerkin FEMs for a gradient beam and cnts
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