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陈建军, 曹一波, 段宝岩. 基于可靠性的桁架结构拓扑优化设计[J]. 力学学报, 1998, 30(3): 277-284. DOI:10.6052/0459-1879-1998-3-1995-127
引用本文: 陈建军, 曹一波, 段宝岩. 基于可靠性的桁架结构拓扑优化设计[J]. 力学学报, 1998, 30(3): 277-284.DOI:10.6052/0459-1879-1998-3-1995-127
TOPOLOGY OPTIMIZATION OF TRUSS STRUCTURES BASED ON RELIABILITY 1)[J]. Chinese Journal of Theoretical and Applied Mechanics, 1998, 30(3): 277-284. DOI:10.6052/0459-1879-1998-3-1995-127
Citation: TOPOLOGY OPTIMIZATION OF TRUSS STRUCTURES BASED ON RELIABILITY 1)[J].Chinese Journal of Theoretical and Applied Mechanics, 1998, 30(3): 277-284.DOI:10.6052/0459-1879-1998-3-1995-127

基于可靠性的桁架结构拓扑优化设计

TOPOLOGY OPTIMIZATION OF TRUSS STRUCTURES BASED ON RELIABILITY 1)

  • 摘要:建立了以杆截面为设计变量、结构重量极小化为目标、具有位移、应力等性态可靠性约束的桁架结构拓扑优化设计数学模型.通过引入可靠性安全系数,并利用结构力学的三个基本方程,将结构的位移和杆件应力可靠性约束等价显示化为设计变量的线性函数,使原基于可靠性的优化模型转化为常规的序列线性规划问题,利用修正的单纯形法求解.算例表明文中提出的方法既简单又有效.

    Abstract:The problem of topology optimization of truss structures based on reliability is studied in this paper. First of all, the structural analysis under the action of random loads is carried out and the mean value and variance of all joint's displacement and bar's stress in the structure are obtained by means of three fundamental equations (equilibrium, physical and geometric) in structural mechanics, as well as the property of moment of random variable. According to this, the mathematical model of topology opt...

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