On the increase of computational algorithm efficiency for elasto‐plastic shell analysis

DOI10.1108/02644409710157631zbMath0983.74558OpenAlexW2133846523MaRDI QIDQ2721458

Jurica Sorić, U. Montag, Wilfried B. Krätzig

Publication date: 9 April 2002

Published in: Engineering Computations (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1108/02644409710157631

zbMATH Keywords

finite element analysisintegration algorithmshell structureselasto-plastic behaviourconsistent tangent modulustangent matrices

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) Shells (74K25)

Related Items (3)

An efficient formulation of integration algorithms for elastoplastic shell analysis based on layered finite element approach ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999) ⋮ Elasto-plastic analysis of shells with the triangular element TRIC

Cites Work

• Consistent tangent operators for rate-independent elastoplasticity
• On a stress resultant geometrically exact shell model. Part V: Nonlinear plasticity: Formulation and integration algorithms
• Complementary mixed finite element formulations for elastoplasticity
• On an isoparametric finite-element for composite laminates with finite rotations
• A return mapping algorithm for plane stress elastoplasticity
• [https://portal.mardi4nfdi.de/wiki/Publication:3763658 Tangentiale Steifigkeitsmatrizen bei Anwendung von Projektionsverfahren in der Elastoplastizit�tstheorie]
• A Finite‐Rotation Theory for Elastic‐Plastic Shells under Consideration of Shear Deformations
• A stabilized 9‐node non‐linear shell element

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