New branch and bound approaches for truss topology design with discrete areas

  • Authors:
  • Adelaide Cerveira;Agostinho Agra;Fernando Bastos;Joaquim Gromicho

  • Affiliations:
  • UTAD, DM & CIO, Vila Real, Portugal;Univ. Aveiro, Dmat & CEOC, Aveiro, Portugal;Univ. Lisboa, DEIO & CIO, Lisboa, Portugal;Vrije Univ., ORTEC & CIO, Amsterdam, Netherlands

  • Venue:
  • AMERICAN-MATH'10 Proceedings of the 2010 American conference on Applied mathematics
  • Year:
  • 2010

Quantified Score

Hi-index 0.00

Visualization

Abstract

One of the classical problems in the structural optimization field is to find the stiffest truss, under a given load and with a bound on the total volume. This is a well-studied problem for continuous cross sectional areas. Generally, the optimal solutions obtained for this problem contain bars with many different cross sectional areas. However, in real life, only a finite set of possible values for those cross sectional areas can be considered. We propose a Semidefinite Programming with discrete variables for this problem. In order to solve the problem we derive and compare two exact algorithms. The first one is a branch and bound algorithm where the branching is done only on the bar-areas. The second algorithm has two stages. In the first stage a branch and bound on the nodes of the structure is performed. In the second stage, considering the nodes in the structure from the first stage, a branch and bound algorithm on the bar-areas is performed.