On optimal design of supports in beam and frame structures

被引:36
作者
Bojczuk, D [1 ]
Mroz, Z [1 ]
机构
[1] Univ Technol, Kielce, Poland
关键词
Optimality Condition; Civil Engineer; Optimal Design; Design Parameter; Optimization Procedure;
D O I
10.1007/BF01213999
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
An algorithm of optimal design of supports including their number, position and stiffness is proposed. The number of supports constitute topological design parameters, their positions correspond to configuration parameters. Both, elastic and rigid supports are considered and the optimization is aimed to minimize the total structure cost. The topology bifurcation points correspond to generation of new supports. The topological sensitivity derivative is used in deriving the optimality conditions. The optimization procedure provides number of supports, their position and stiffness of both supports and beam segments.
引用
收藏
页码:47 / 57
页数:11
相关论文
共 9 条
[1]  
[Anonymous], COMPOSITE STRUCTURES
[2]  
BOJCZUK D, 1997, UNPUB MECH STRUCT MA
[3]  
DEMS K, 1997, IN PRESS MECH STRUCT
[4]   OPTIMAL-DESIGN OF SUPPORTS OF ELASTIC STRUCTURES SUBJECTED TO LOADS AND INITIAL DISTORTIONS [J].
GARSTECKI, A ;
MROZ, Z .
MECHANICS OF STRUCTURES AND MACHINES, 1987, 15 (01) :47-68
[5]   DESIGN SENSITIVITY ANALYSIS OF NONLINEAR STRUCTURES IN REGULAR AND CRITICAL STATES [J].
MROZ, Z ;
HAFTKA, RT .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1994, 31 (15) :2071-2098
[6]   OPTIMAL DESIGN OF STRUCTURES WITH VARIABLE SUPPORT CONDITIONS [J].
MROZ, Z ;
ROZVANY, GIN .
JOURNAL OF OPTIMIZATION THEORY AND APPLICATIONS, 1975, 15 (01) :85-101
[7]  
ROZVANY GIN, 1975, J STRUCT MECH, V3, P359
[8]  
ROZVANY GIN, 1975, J STRUCT MECH, V3, P387
[9]   OPTIMAL DESIGN OF ELASTIC BEAMS WITH UNSPECIFIED SUPPORT CONDITIONS [J].
SZELAG, D ;
MROZ, Z .
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 1978, 58 (11) :501-510