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亢战, 程耿东. 非确定性结构静动态特性稳健优化设计[J]. 力学学报, 2006, 38(1): 57-65. DOI: 10.6052/0459-1879-2006-1-2004-524
引用本文: 亢战, 程耿东. 非确定性结构静动态特性稳健优化设计[J]. 力学学报, 2006, 38(1): 57-65. DOI: 10.6052/0459-1879-2006-1-2004-524
Structural robust design concerning static and dynamic performance based on perturbation stochastic finite element method[J]. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(1): 57-65. DOI: 10.6052/0459-1879-2006-1-2004-524
Citation: Structural robust design concerning static and dynamic performance based on perturbation stochastic finite element method[J]. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(1): 57-65. DOI: 10.6052/0459-1879-2006-1-2004-524

非确定性结构静动态特性稳健优化设计

Structural robust design concerning static and dynamic performance based on perturbation stochastic finite element method

  • 摘要: 本文研究了考虑参数随机性的结构静动态特性稳健性优化设计问题的数学模型和数值求解。在考虑结构设计变量和其研究了考虑参数随机性的结构静动态特性稳健性优化设计问题的数学模型和数值求解. 在考虑结构设计变量和其他参数随机分布的前二阶矩的条件下,采用基于二阶摄动法的随机有限元方法对结构响应的平均值和方差进行近似求解. 在摄动法有限元分析的框架下,提出以一般函数形式表达的结构性能的平均值和标准差及其灵敏度的计算格式. 将结构稳健性优化设计问题构造为双目标优化问题,优化目标包含结构性能函数的期望值和标准差,约束函数的变异也给予考虑. 优化问题采用基于函数梯度的算法进行求解.文中给出的数值算例显示了方法的有效性.

     

    Abstract: The perturbation-based stochastic finite element analysis incorporating structuraloptimization techniques is employed in the structural robust design problem. In the framework ofthe second-order perturbation-based stochastic finite element method, the computational schemesfor the expected value and the variance of the structural performance functional as well as theirsensitivity are proposed. The robust design of structures is formulated as a multi-criteriaoptimization problem, in which both the expected value and the standard deviation of theobjective function are to be minimized. The robustness of the design feasibility is also accountedfor by involving the variability of the structural response in the constraints. The optimizationproblem is converted into a scalar one and solved by a gradient based optimization algorithm. Todemonstrate the applicability of the presented method, numerical examples are given.

     

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