Space mapping techniques for a structural optimization problem governed by thep-Laplace equation

2011 ◽  
Vol 26 (4-5) ◽  
pp. 617-642 ◽  
Author(s):  
O. Lass ◽  
C. Posch ◽  
G. Scharrer ◽  
S. Volkwein
2015 ◽  
Vol 777 ◽  
pp. 101-105
Author(s):  
Ya Li Zong ◽  
Hong Jun Cao ◽  
Ya Jing Ma

In this paper, the structural optimization problem of a deployable cable-frame antenna consisting of a cable network and a supporting frame is discussed in detail. Firstly, the initial equilibrium problem of the cable-frame antenna structure is discussed with emphasis on the realization convenience. An optimization model is proposed to get a set of uniformly distributed cable pretensions whilst satisfying the surface precision requirement. Secondly, the optimization of the member size and cable tensions are integrated in one optimization model in which both folded and deployed status are considered. Finally, a 10-meter antenna is optimized with good results which indicates that the proposed method is feasible and effective.


2002 ◽  
Vol 4 (19) ◽  
pp. 4782-4788 ◽  
Author(s):  
Haiyan Jiang ◽  
Wensheng Cai ◽  
Xueguang Shao

2019 ◽  
Vol 22 (1) ◽  
pp. 53-59
Author(s):  
Valerii Anosov ◽  
◽  
Lina Bohdanova ◽  
Volodymyr Kolodiazhnyi ◽  
Vadym Litovka ◽  
...  

Author(s):  
Mohamed E. M. El-Sayed ◽  
T. S. Jang

Abstract This paper presents a method for solving large scale structural optimization problems using linear goal programming techniques. The method can be used as a multicriteria optimization tool since goal programming removes the difficulty of having to define an objective function and constraints. It also has the capacity of handling rank ordered design objectives or goals. The method uses finite element analysis, linear goal programming techniques and successive linearization to obtain the solution for the nonlinear goal optimization problems. The general formulation of the structural optimization problem into a nonlinear goal programming form is presented. The successive linearization method for the nonlinear goal optimization problem is discussed. To demonstrate the validity of the method, as a design tool, the solution of the minimum weight structural optimization problem with stress constraints for 10, 25 and 200 truss problems are included.


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