Dynamic Reliability Analysis of Flexible Mechanism Based on Support Vector Machine

2014 ◽  
Vol 50 (11) ◽  
pp. 86 ◽  
Author(s):  
Yanbin HAN
2020 ◽  
Vol 12 (4) ◽  
Author(s):  
Bin Bai ◽  
Ze Li ◽  
Junyi Zhang ◽  
Wei Zhang

Abstract The computational efficiencies of traditional reliability methods, such as Monte Carlo (MC), are extremely low. There are also some shortcomings for surrogate model (SM)-based methods, e.g., the sample points of the quadratic polynomial (QP)-MC grow exponentially with the increases of random variables and the artificial neural network (ANN)-MC may exhibit overfitting with limited sample numbers, etc. However, the characteristic of support vector machine (SVM) is that it specifically fits for small samples and has strong learning and good generalization abilities so that it can obtain an optimal solution even with limited samples. In this case, a high-efficiency and high-accuracy dynamic reliability framework called as SVM-based classification extremum method (SVM-CEM) combining SVM classification theory with random probability model based on optimization idea is proposed, which is very suitable for the flexible mechanism (FM) that has few samples. First, an implicit limit state equation (LSE) of dynamic response and a reliability model with multiple failure modes for FM are established. The kernel function is introduced in building the model, the solution of optimal classification hyperplane is translated into a dual problem of convex quadratic programming optimization, which is regarded as the surrogate model of FM’s dynamic response extreme value (DREV). Then, this method is used to analyze the dynamic reliability of FM’s maximum angular acceleration (MAA). Finally, to reveal the validity of this method, SVM-CEM is compared with MC, QP-MC, and ANN-MC. The conclusion is that the computational efficiency of SVM-CEM is better than that of MC, QP-MC, and ANN-MC ensuring the computational accuracy. The proposed SVM-CEM in dynamic reliability analysis has important guiding significance for the application of FM’s practical engineering.


2013 ◽  
Vol 753-755 ◽  
pp. 2904-2907 ◽  
Author(s):  
Xue Wei Ke ◽  
Jian Hou ◽  
Ting Feng Chen

Considering the influence of dimensional errors,clearances,friction coefficients,external loads and flex of part comprehensively,a multi-body dynamic model of link mechanism is established by using commercial software.Assuming that the above factors follow normal probability distribution are independent with each other,a mechanism reliability analysis method by combining simulation technology and support vector machine (SVM) are proposed to reduce the computational costs. The obtained results show that the computational costs of the proposed methods are much less than the computational costs of Monte Carlo Simulation (MCS).Therefore, the proposed methods might be efficient and valuable for the reliability analysis of complex mechanism.


2013 ◽  
Vol 859 ◽  
pp. 315-321 ◽  
Author(s):  
Jing Cao ◽  
Chang Ning Sun ◽  
Hai Ming Liu

The correlation of failure modes needs to be considered in the reliability analysis of foundation excavations system. Because it is difficult to calculate the correlation coefficient of failure modes, the computational efficiency of traditional method is low. In this paper, the response surface (RS) is established by using the uniform test and support vector machine (SVM). On this basis, in order to obtain the index of each failure mode, the random parameters generated by Monte Carlo simulation are predicted. Combined with the Pearson correlation analysis, the correlation coefficient of failure modes is obtained. And then, the Breadth Border Method, Narrow Bounds Method and PNET method are used to calculate system failure probability of foundation excavations. The reliability analysis method of the foundation excavations system based on the response surface of the support vector machine (RSSVM) is put forward. The instance analysis shows that the method is simple in calculation, and provides a convenient way for the system reliability theory of foundation excavations.


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