Sensitivity Analysis of Structural Dynamic Behavior Based on the Sparse Polynomial Chaos Expansion and Material Point Method

被引:0
|
作者
Li, Wenpeng [1 ]
Liu, Zhenghe [1 ]
Ma, Yujing [1 ]
Meng, Zhuxuan [2 ]
Ma, Ji [3 ]
Liu, Weisong [2 ]
Nguyen, Vinh Phu [4 ]
机构
[1] Taiyuan Univ Technol, Key Lab In Situ Property Improving Min, Minist Educ, Taiyuan 030024, Peoples R China
[2] Acad Mil Sci, Beijing 100091, Peoples R China
[3] Taiyuan Univ Technol, Coll Mech & Vehicle Engn, Taiyuan 030024, Peoples R China
[4] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
来源
基金
中国国家自然科学基金;
关键词
Structural dynamics; deformation; material point method; sparse polynomial chaos expansion; adaptive randomized greedy algorithm; sensitivity analysis; ELEMENT-METHOD; ALGORITHMS; SIMULATION; CONTACT;
D O I
10.32604/cmes.2025.059235
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a framework for constructing surrogate models for sensitivity analysis of structural dynamics behavior. Physical models involving deformation, such as collisions, vibrations, and penetration, are developed using the material point method. To reduce the computational cost of Monte Carlo simulations, response surface models are created as surrogate models for the material point system to approximate its dynamic behavior. An adaptive randomized greedy algorithm is employed to construct a sparse polynomial chaos expansion model with a fixed order, effectively balancing the accuracy and computational efficiency of the surrogate model. Based on the sparse polynomial chaos expansion, sensitivity analysis is conducted using the global finite difference and Sobol methods. Several examples of structural dynamics are provided to demonstrate the effectiveness of the proposed method in addressing structural dynamics problems.
引用
收藏
页码:1515 / 1543
页数:29
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