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A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity

✍ Scribed by Larissa Driemeier; Sergio P. Baroncini Proença; Marcı́lio Alves


Publisher
Elsevier Science
Year
2005
Tongue
English
Weight
713 KB
Volume
10
Category
Article
ISSN
1007-5704

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✦ Synopsis


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 and algorithmic tangent moduli are derived and a finite element approach is used to solve the nonlinear boundary value problem. Key examples are chosen to explore the various features of the model and to highlight the interplay between plasticity and damage.