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An explicit algorithm for geometrically nonlinear transient analysis of spatial beams using a corotational total Lagrangian finite element formulation

Article ID Journal Published Year Pages File Type
6924172 Computers & Structures 2018 18 Pages PDF
Abstract
In order to assess the efficiency and the accuracy of the proposed method, numerical examples are studied and compared with the results obtained using the implicit method based on the Newmark method.
Keywords
Dynamic analysisExplicit methodFinite rotation
Related Topics
Physical Sciences and Engineering Computer Science Computer Science Applications
Preview
An explicit algorithm for geometrically nonlinear transient analysis of spatial beams using a corotational total Lagrangian finite element formulation
Authors
Chu Chang Huang, Fumio Fujii, Kuo Mo Hsiao,
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Computers & Structures
Journal: Computers & Structures
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