A combined implicit–explicit algorithm in time for non‐linear finite element analysis

DOI10.1002/cnm.804zbMath1084.74048OpenAlexW2040147419MaRDI QIDQ5717818

Jose L. Curiel-Sosa, E. de Souzo Neto, David R. Owen

Publication date: 13 January 2006

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

Full work available at URL: http://hdl.handle.net/2117/8465

zbMATH Keywords

bucklinglarge deformation

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (2)

An Optimized Explicit–Implicit Time-Marching Formulation for Dynamic Analysis ⋮ Modeling of the Nonlinear Interface in Reinforced Concrete

Uses Software

• HYPLAS

Cites Work

• Simulating superplastic forming
• A return mapping algorithm for plane stress elastoplasticity
• A continuum‐based finite element formulation for the implicit solution of multibody, large deformation‐frictional contact problems
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