Cohesive crack propagation modelling in wood structures using BEM and the Tangent Operator Technique
DOI10.1016/j.enganabound.2015.11.013zbMath1403.74157OpenAlexW2218217072MaRDI QIDQ1654942
Edson Denner Leonel, Sérgio Gustavo Ferreira Cordeiro
Publication date: 9 August 2018
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2015.11.013
anisotropic materialsdual boundary element methodcohesive crack modeltangent operator techniquewood fracture
Brittle fracture (74R10) Boundary element methods applied to problems in solid mechanics (74S15) Boundary element methods for boundary value problems involving PDEs (65N38)
Related Items (6)
Cites Work
- Nonlinear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials
- Boundary element method for vibration analysis of two-dimensional anisotropic elastic solids containing holes, cracks or interfaces
- A numerical study on the SEN-TPB test applied to mode I wood fracture characterization
- Symmetric Galerkin boundary element method for quasi-brittle-fracture and frictional contact problems
- Non linear boundary element formulation applied to contact analysis using tangent operator
- Formulation of boundary integral equations for three-dimensional elasto- plastic flow
- Modeling crack propagation path of anisotropic rocks using boundary element method
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