The influence of self-weight of elastic 2D structures in topology optimization via numerical technique Smooth Evolutionary Structural Optimization (SESO)


Autoria(s): Simonetti, H. L.; Almeida, V. S.; Oliveira Neto, L.
Contribuinte(s)

Universidade Estadual Paulista (UNESP)

Data(s)

18/03/2015

18/03/2015

01/01/2014

Resumo

This paper deals with topology optimization in plane elastic-linear problems considering the influence of the self weight in efforts in structural elements. For this purpose it is used a numerical technique called SESO (Smooth ESO), which is based on the procedure for progressive decrease of the inefficient stiffness element contribution at lower stresses until he has no more influence. The SESO is applied with the finite element method and is utilized a triangular finite element and high order. This paper extends the technique SESO for application its self weight where the program, in computing the volume and specific weight, automatically generates a concentrated equivalent force to each node of the element. The evaluation is finalized with the definition of a model of strut-and-tie resulting in regions of stress concentration. Examples are presented with optimum topology structures obtaining optimal settings. (C) 2012 CIMNE (Universitat Politecnica de Catalunya). Published by Elsevier Espana, S.L.U. All rights reserved.

Formato

271-280

Identificador

http://dx.doi.org/10.1016/j.rimni.2013.10.001

Revista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria. Barcelona: Univ Politecnica Catalunya, v. 30, n. 4, p. 271-280, 2014.

0213-1315

http://hdl.handle.net/11449/116737

10.1016/j.rimni.2013.10.001

WOS:000343070100008

Idioma(s)

spa

Publicador

Univ Politecnica Catalunya

Relação

Revista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria

Direitos

closedAccess

Palavras-Chave #Strut and tie models #Topology optimization #Reinforced concrete structures #Self weight
Tipo

info:eu-repo/semantics/article