Analysis of layered wooden shells using an orthotropic elasto-plastic model for multi-axial loading of clear spruce wood
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Publication:817334
DOI10.1016/j.cma.2004.07.051zbMath1088.74034OpenAlexW1979614815MaRDI QIDQ817334
Herbert A. Mang, Josef Eberhardsteiner, Herbert W. Müllner, Peter Mackenzie-Helnwein
Publication date: 8 March 2006
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2004.07.051
Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Shells (74K25)
Related Items (4)
A new approach to formulate the general strength theories for anisotropic discontinuous materials. Part A: The experimental base for a new approach to formulate the general strength theories for anisotropic materials on the basis of wood ⋮ Elastoplastic Deformation in an Orthotropic Spherical Shell Subjected to a Temperature Gradient ⋮ Stress field of orthotropic cylinder subjected to axial compression ⋮ Application of the fields of objects formed on the basis of unit tensor objects to describe the tensile and compression failure stresses of pine wood in the principal orthotropy plane
Uses Software
Cites Work
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- Consistent tangent operators for rate-independent elastoplasticity
- Applications of tensor functions in solid mechanics
- Computational inelasticity
- Nonlinear shell formulations for complete three-dimensional constitutive laws including composites and laminates
- A multi-surface plasticity model for clear wood and its application to the finite element analysis of structural details
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
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