NON-LINEAR STRUCTURAL RESPONSE USING ADAPTIVE DYNAMIC RELAXATION ON A MASSIVELY PARALLEL-PROCESSING SYSTEM

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1097-0207(19960130)39:2<235::AID-NME855>3.0.CO;2-W" /><235::AID-NME855>3.0.CO;2-W 10.1002/(SICI)1097-0207(19960130)39:2<235::AID-NME855>3.0.CO;2-WzbMath0843.73073OpenAlexW2017194729MaRDI QIDQ4872375

David R. Oakley, Norman F. jun. Knight

Publication date: 19 May 1996

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19960130)39:2<235::aid-nme855>3.0.co;2-w

zbMATH Keywords

contactdynamic relaxationhyperelastic systems\(512\)-processor Intel Touchstone DELTA system

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Parallel numerical computation (65Y05)

Related Items (2)

Error estimates and adaptive finite element methods ⋮ FEM and BEM parallel processing: theory and applications – a bibliography (1996‐2002)

Uses Software

• PVM

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