A numerical investigation on the visco-plastic response of structures to different pulse loading shapes
Contribuinte(s) |
UNIVERSIDADE DE SÃO PAULO |
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Data(s) |
18/10/2012
18/10/2012
2008
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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 |
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 |