Plastic buckling and collapse of thin shell structures, using layered plastic modeling and co-rotational ANDES finite elements

DOI10.1016/j.cma.2008.10.013zbMath1229.74042OpenAlexW2079271241MaRDI QIDQ658176

Nélvio Dal Cortivo, Henri Bavestrello, Carlos A. Felippa, William T. M. Silva

Publication date: 11 January 2012

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.2008.10.013

zbMATH Keywords

shell structuresco-rotational formulationANDES finite elementbuckling and collapselayered plastic model

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Shells (74K25)

Related Items (4)

Nonlinear multiscale modeling of thin composite shells at finite deformations ⋮ Stress resultant plasticity for shells revisited ⋮ Isogeometric Kirchhoff-Love shell formulation for elasto-plasticity ⋮ A large deformation isogeometric continuum shell formulation incorporating finite strain elastoplasticity

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