A cellular framework for structural analysis and optimization

被引:18
作者
Canyurt, OE [1 ]
Hajela, P [1 ]
机构
[1] Rensselaer Polytech Inst, Dept Mech Aerosp & Nucl Engn, Troy, NY 12180 USA
关键词
structural analysis and designs; cellular automata; cellular genetic algorithm;
D O I
10.1016/j.cma.2005.01.014
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The present paper describes the implementation of it cellular automata based computational approach in structural analysis and design. This approach assumes that a computational domain can be subdivided into a number of discrete cells, with state variables associated with each cell. Collectively, these cell states define the state of the entire domain, and which may be evolved through application of local rules of interaction that apply to a defined neighborhood around each cell. The computational process is intrinsically parallel in nature and allows for a natural implementation on parallel computers. The paper describes an overview of this computational model for (he analysis of structural systems, and demonstrates how it can be extended for a fine-grained parallel implementation of the genetic algorithm based optimization strategy. The paper also illustrates an extension of the proposed model in solving problems of simultaneous analysis and optimization. (c) 2005 Published by Elsevier B.V.
引用
收藏
页码:3516 / 3534
页数:19
相关论文
共 18 条
[1]  
[Anonymous], 1995, MODELS MASSIVE PARAL
[2]   SOLUTION OF MIXED-DISCRETE STRUCTURAL OPTIMIZATION PROBLEMS WITH A NEW SEQUENTIAL LINEARIZATION ALGORITHM [J].
BREMICKER, M ;
PAPALAMBROS, PY ;
LOH, HT .
COMPUTERS & STRUCTURES, 1990, 37 (04) :451-461
[3]   Evolution strategies in engineering optimization [J].
Cai, JB ;
Thierauf, G .
ENGINEERING OPTIMIZATION, 1997, 29 (1-4) :177-199
[4]  
CANYURT O, 2004, P 45 AIAA ASME ASCE
[5]  
CANYURT OE, 2002, THESIS RENSSELAER PO
[6]  
FLOUDAS CA, 1990, LECT NOTES COMPUT SC, V455, P1
[7]  
GURDAL Z, 2000, 41 AIAA ASME ASCE AH
[8]  
HAJELA P, 2000, P 5 INT C COMP STRUC
[9]  
HAJELA P, 2001, STRUCT OPTIM, V23
[10]  
Hajela P., 1999, 3 WORLD C STRUCT MUL