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|Title:||Analytical formulation of the elastic-plastic behaviour of bi-symmetrical steel shapes|
|Authors:||Baptista, A. M.|
Muzeau, J. P.
|Keywords:||Analytical model;Elastic–plastic behaviour;Cross-section;Global deformation interaction;Internal forces interaction;Strain-hardening;Strain-hardening;Resistance capacity;Deformation capacity;Stiffness|
|Abstract:||This paper presents the analytical relationships of a non-linear model for the in-plane elastic–plastic analysis of bi-symmetrical steel shapes bent about one of their main axes. The basic variables are the cross-section global deformations, from which it is possible to evaluate the internal loads and the cross-section stiffness matrix components by means of simple expressions. Furthermore, the values of stresses and strains at any point of the cross-section may be determined, knowing the values of the internal loads, in the elastic and elastic–plastic domains. The effects of progressive yielding spreading, as well as those of material strain-hardening, are taken into account in the evaluation of the cross-section resistance capacity in the elastic–plastic domain. This analytical model represents an efficient, simple and accurate alternative to the elastic–plastic models based on numerical methods.|
|Appears in Collections:||DE/NCE - Comunicações a congressos e artigos de revista|
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