Linear and non-linear finite element analysis of shear-corrected composites box beams
The Updated Lagrangian formulation for non-linear finite element analysis is applied to the problem of thin-walled composites box beams undergoing large displacements. A shear correction factor for thin-closed rectangular sections is introduced into some terms of the variational formulation and its...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Marcílio Alves
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Series: | Latin American Journal of Solids and Structures |
Subjects: | |
Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252013000400001&lng=en&tlng=en |