{"title":"A clustering adaptive Gaussian process regression method: response patterns based real-time prediction for nonlinear solid mechanics problems","authors":"Ming-Jian Li, Yanping Lian, Zhanshan Cheng, Lehui Li, Zhidong Wang, Ruxin Gao, Daining Fang","doi":"arxiv-2409.10572","DOIUrl":null,"url":null,"abstract":"Numerical simulation is powerful to study nonlinear solid mechanics problems.\nHowever, mesh-based or particle-based numerical methods suffer from the common\nshortcoming of being time-consuming, particularly for complex problems with\nreal-time analysis requirements. This study presents a clustering adaptive\nGaussian process regression (CAG) method aiming for real-time prediction for\nnonlinear structural responses in solid mechanics. It is a data-driven machine\nlearning method featuring a small sample size, high accuracy, and high\nefficiency, leveraging nonlinear structural response patterns. Similar to the\ntraditional Gaussian process regression (GPR) method, it operates in offline\nand online stages. In the offline stage, an adaptive sample generation\ntechnique is introduced to cluster datasets into distinct patterns for\ndemand-driven sample allocation. This ensures comprehensive coverage of the\ncritical samples for the solution space of interest. In the online stage,\nfollowing the divide-and-conquer strategy, a pre-prediction classification\ncategorizes problems into predefined patterns sequentially predicted by the\ntrained multi-pattern Gaussian process regressor. In addition, dimension\nreduction and restoration techniques are employed in the proposed method to\nenhance its efficiency. A set of problems involving material, geometric, and\nboundary condition nonlinearities is presented to demonstrate the CAG method's\nabilities. The proposed method can offer predictions within a second and attain\nhigh precision with only about 20 samples within the context of this study,\noutperforming the traditional GPR using uniformly distributed samples for error\nreductions ranging from 1 to 3 orders of magnitude. The CAG method is expected\nto offer a powerful tool for real-time prediction of nonlinear solid mechanical\nproblems and shed light on the complex nonlinear structural response pattern.","PeriodicalId":501340,"journal":{"name":"arXiv - STAT - Machine Learning","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"arXiv - STAT - Machine Learning","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/arxiv-2409.10572","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Numerical simulation is powerful to study nonlinear solid mechanics problems.
However, mesh-based or particle-based numerical methods suffer from the common
shortcoming of being time-consuming, particularly for complex problems with
real-time analysis requirements. This study presents a clustering adaptive
Gaussian process regression (CAG) method aiming for real-time prediction for
nonlinear structural responses in solid mechanics. It is a data-driven machine
learning method featuring a small sample size, high accuracy, and high
efficiency, leveraging nonlinear structural response patterns. Similar to the
traditional Gaussian process regression (GPR) method, it operates in offline
and online stages. In the offline stage, an adaptive sample generation
technique is introduced to cluster datasets into distinct patterns for
demand-driven sample allocation. This ensures comprehensive coverage of the
critical samples for the solution space of interest. In the online stage,
following the divide-and-conquer strategy, a pre-prediction classification
categorizes problems into predefined patterns sequentially predicted by the
trained multi-pattern Gaussian process regressor. In addition, dimension
reduction and restoration techniques are employed in the proposed method to
enhance its efficiency. A set of problems involving material, geometric, and
boundary condition nonlinearities is presented to demonstrate the CAG method's
abilities. The proposed method can offer predictions within a second and attain
high precision with only about 20 samples within the context of this study,
outperforming the traditional GPR using uniformly distributed samples for error
reductions ranging from 1 to 3 orders of magnitude. The CAG method is expected
to offer a powerful tool for real-time prediction of nonlinear solid mechanical
problems and shed light on the complex nonlinear structural response pattern.