Calculation of design sensitivity for large-size transient dynamic problems using Krylov subspace-based model order reduction

被引:0
作者
Jeong Sam Han
机构
[1] Andong National University,Department of Mechanical Design Engineering
来源
Journal of Mechanical Science and Technology | 2013年 / 27卷
关键词
Model order reduction; Krylov subspace; Transient dynamic problem; Direct design sensitivity;
D O I
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中图分类号
学科分类号
摘要
Nowadays, transient dynamic responses of a large-size finite element (FE) model can be solved within a reasonable computation time owing to rapid improvement in both numerical schemes and computing resources. However, increasing demands for accurate simulation and complicated modeling have led to larger and more complex finite element models, which consequently result in considerably high computational cost. In addition, when structural optimizations include transient responses such as displacement, velocity, and acceleration, the optimizations often do not end within a reasonable process time because the large-size simulation must be repeated many times. In order to reduce the computational cost in this respect, model order reduction (MOR) for the original full-order model (FOM) can be used for the transient response simulation. In this paper, a transient dynamic response analysis using Krylov subspace-based MOR and its design sensitivity analysis with respect to sizing design variables is suggested as an approach to the handling of large-size finite element models. Large-size finite element models can incur the problem of a long computation time in gradient-based optimization iterations because of the need for repeated simulation of transient responses. In the suggested method, the reduced order models (ROMs) generated from the original FOMs using implicit moment-matching via the Arnoldi process are used to calculate the transient response and its design sensitivity. As a result, the speed of numerical computation for the transient response and its design sensitivity is maximized. Newmark’s time integration method is employed to calculate transient responses and their design sensitivities. In the case of the transient sensitivity analysis, we apply a temporal discretization scheme to the design sensitivity equation derived by directly differentiating the governing equation with respect to design variables. This methodology has been programmed on the MATLAB with the FE information extracted from the FE package ANSYS. Two application examples are provided to demonstrate the numerical accuracy and efficiency of the suggested approach. The relative errors of transient response and design sensitivity between the FOMs and ROMs are also compared according to the orders of the reduced model. Calculation of transient dynamic responses and their sensitivities using Krylov subspacebased MOR shows a sizeable reduction in computation time and a good agreement with those provided by the FOM.
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页码:2789 / 2800
页数:11
相关论文
共 43 条
[1]  
Han J S(2005)Efficient optimization of transient dynamic problems in MEMS devices using model order reduction Journal of Micromechanics and Microengineering 15 822-832
[2]  
Rudnyi E B(2012)Efficient frequency response and its direct sensitivity analyses for large-size finite element models using Krylov subspace-based model order reduction Journal of Mechanical Science and Technology 26 1115-1126
[3]  
Korvink J G(2006)A review of optimization of structures subjected to transient loads Structural and Multidisciplinary Optimization 31 81-95
[4]  
Han J S(1983)On the application of the mode acceleration method to structural engineering problems Earthquake Engineering and Structural Dynamics 11 679-688
[5]  
Kang B S(1982)Dynamic analysis by direct superposition of Ritz vectors Earthquake Engineering and Structural Dynamics 10 813-821
[6]  
Park G J(1986)Dynamic analysis using a reduced basis of exact modes and Ritz vectors AIAA Journal 24 2022-2029
[7]  
Arora J S(1984)Dynamic analysis of structures using Lanczos coordinate Earthquake Engineering and Structural Dynamics 12 565-577
[8]  
Cornwell R E(1988)Structural dynamics analysis using an unsymmetric block Lanczos algorithm International Journal for Numerical Methods in Engineering 26 2305-2318
[9]  
Craig R R(1986)Sensitivity analysis of discrete structural systems AIAA Journal 24 823-832
[10]  
Johnson C P(2005)Review of options for structural design sensitivity analysis. Part 1: Linear systems Comput. Methods Appl. Mech. Engrg. 194 3213-3243