Numerical analysis of highly deformable elastoplastic beams

Numerical analysis of highly deformable elastoplastic beams

AbstractThe objective of the present study is to develop a numerical formulation to predict the behavior of highly deformable elastoplastic thin beams. Following the Euler-Bernoulli bending, the axial and shear effects are neglected, and the nonlinear second-order differential equation regarding the...

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Bibliographic Details
Main Author:	João Paulo Pascon
Format:	Article
Language:	English
Published:	Marcílio Alves
Series:	Latin American Journal of Solids and Structures
Subjects:	Finite bending deformations thin beams elastoplastic material post-buckling behavior fourth-order Runge-Kutta integration nonlinear shooting method
Online Access:	http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252015000801595&lng=en&tlng=en

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