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Buckling contribution to the analysis of steel trusses

✍ Scribed by El-Sayed Bahaa Machaly


Publisher
Elsevier Science
Year
1986
Tongue
English
Weight
951 KB
Volume
22
Category
Article
ISSN
0045-7949

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The objective of this paper is to present in detail theoretical and numerical aspects of the behavior of spatial trusses undergoing large displacements and strains. Nonlinear material behavior is taken into account, allowing for the development of finite plastic strains and damage. Both theoretical