A numerical investigation on the visco-plastic response of structures to different pulse loading shapes


Autoria(s): AZEVEDO, Ricardo L.; ALVES, Marcilio
Contribuinte(s)

UNIVERSIDADE DE SÃO PAULO

Data(s)

18/10/2012

18/10/2012

2008

Resumo

The time varying intensity character of a load applied to a structure poses many difficulties in analysis. A remedy to this situation is to substitute a complex pulse shape by a rectangular equivalent one. It has been shown by others that this procedure works well for perfectly plastic elementary structures. This paper applies the concept of equivalent pulse to more complex structures. Special attention is given to the material behavior, which is allowed to be strain rate and strain hardening sensitive. Thanks to the explicit finite element solution, it is shown in this article that blast loads applied to complex structures made of real materials can be substituted by equivalent rectangular loads with both responses being practically the same. (c) 2007 Elsevier Ltd. All rights reserved.

Identificador

ENGINEERING STRUCTURES, v.30, n.1, p.258-267, 2008

0141-0296

http://producao.usp.br/handle/BDPI/18369

10.1016/j.engstruct.2007.04.002

http://dx.doi.org/10.1016/j.engstruct.2007.04.002

Idioma(s)

eng

Publicador

ELSEVIER SCI LTD

Relação

Engineering Structures

Direitos

restrictedAccess

Copyright ELSEVIER SCI LTD

Palavras-Chave #impulsive loading #structural impact #effective loading #DYNAMIC PLASTIC-DEFORMATION #CORRELATION PARAMETERS #IMPULSE #SHELLS #Engineering, Civil
Tipo

article

original article

publishedVersion