A-scalability and an integrated computational technology and framework for non-linear structural dynamics. Part 2: Implementation aspects and parallel performance results

DOI10.1002/nme.852zbMath1047.74022OpenAlexW2163110276MaRDI QIDQ4462879

R. Kanapady, Kumar K. Tamma

Publication date: 27 May 2004

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

Full work available at URL: https://doi.org/10.1002/nme.852

zbMATH Keywords

structural dynamicsFETI-DPFETIimplicit methodsLMS methodstime integration operatorsA-scalabilityalgorithmic numerical/parallel scalabilityGInO

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Thin bodies, structures (74K99) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15) Parallel numerical computation (65Y05)

Related Items (3)

A simple explicit-implicit finite element tearing and interconnecting transient analysis algorithm ⋮ Displacement‐based partitioned equations of motion for structures: Formulation and proof‐of‐concept applications ⋮ Algorithms by design with illustrations to solid and structural mechanics/dynamics

Uses Software

• ParMETIS

Cites Work

• Design, analysis, and synthesis of generalized single step single solve and optimal algorithms for structural dynamics
• An Improved Numerical Calculation Technique for Large Elastic-Plastic Transient Deformations of Thin Shells: Part 1—Background and Theoretical Formulation

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