{"title":"用边界方程法数值模拟矩形板的平面应力状态","authors":"D. N. Nizomov, A.I. Dadaboev","doi":"10.37538/0039-2383.2023.1.15.19","DOIUrl":null,"url":null,"abstract":"The article presents the results of numerical simulation of a plane problem of elasticity theory by the method of boundary integral equations. The developed algorithm is implemented on the example of a square beam-wall from the action of a horizontal distributed load. The results of numerical simulation are compared with known solutions.","PeriodicalId":273885,"journal":{"name":"STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS","volume":"199 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"NUMERICAL SIMULATION OF THE PLANE STRESS STATE OF A RECTANGULAR PLATE BY THE METHOD OF BOUNDARY EQUATIONS\",\"authors\":\"D. N. Nizomov, A.I. Dadaboev\",\"doi\":\"10.37538/0039-2383.2023.1.15.19\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The article presents the results of numerical simulation of a plane problem of elasticity theory by the method of boundary integral equations. The developed algorithm is implemented on the example of a square beam-wall from the action of a horizontal distributed load. The results of numerical simulation are compared with known solutions.\",\"PeriodicalId\":273885,\"journal\":{\"name\":\"STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS\",\"volume\":\"199 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-02-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.37538/0039-2383.2023.1.15.19\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.37538/0039-2383.2023.1.15.19","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
NUMERICAL SIMULATION OF THE PLANE STRESS STATE OF A RECTANGULAR PLATE BY THE METHOD OF BOUNDARY EQUATIONS
The article presents the results of numerical simulation of a plane problem of elasticity theory by the method of boundary integral equations. The developed algorithm is implemented on the example of a square beam-wall from the action of a horizontal distributed load. The results of numerical simulation are compared with known solutions.
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