On the resolution of transverse stresses in solid-shells with a multi-layer formulation

DOI10.1002/cnm.908zbMath1111.74042OpenAlexW2011850489MaRDI QIDQ3442848

M. Fiolka, Anton Matzenmiller

Publication date: 23 May 2007

Published in: Communications in Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/cnm.908

zbMATH Keywords

normal stresslockingEAS method

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)

Related Items (2)

Methods and guidelines for the choice of shell theories ⋮ Free vibration analysis of Timoshenko beams by DSC method

Cites Work

• On a stress resultant geometrically exact shell model. Part V: Nonlinear plasticity: Formulation and integration algorithms
• Nonlinear shell formulations for complete three-dimensional constitutive laws including composites and laminates
• Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics.
• A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
• Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
• Consistent discretization of thickness strains in thin shells including 3D-material models
• A continuum‐based shell theory for non‐linear applications
• An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element
• Unnamed Item

This page was built for publication: On the resolution of transverse stresses in solid-shells with a multi-layer formulation