{"title":"混凝土拱坝的三维有限元稳定性分析","authors":"","doi":"10.31534/engmod.2023.2.ri.03a","DOIUrl":null,"url":null,"abstract":"SUMMARY This research aims to determine the static response of an arch dam before undertaking a dynamic analysis of the dam due to hydrodynamic and seismic stresses. An arch dam with soil interaction, a dam without soil contact, and a dam between soil and reservoir system were all modelled using ANSYS finite element software. The research intends to determine various deformations and stresses caused by the loads attributed to arch dams in different dam systems. Many different outcomes are mapped out and discussed, mainly as weight differences.","PeriodicalId":35748,"journal":{"name":"International Journal for Engineering Modelling","volume":"25 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-10-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Stability Analysis of a Concrete Arch Gravity Dam by 3D Finite Element Technique\",\"authors\":\"\",\"doi\":\"10.31534/engmod.2023.2.ri.03a\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"SUMMARY This research aims to determine the static response of an arch dam before undertaking a dynamic analysis of the dam due to hydrodynamic and seismic stresses. An arch dam with soil interaction, a dam without soil contact, and a dam between soil and reservoir system were all modelled using ANSYS finite element software. The research intends to determine various deformations and stresses caused by the loads attributed to arch dams in different dam systems. Many different outcomes are mapped out and discussed, mainly as weight differences.\",\"PeriodicalId\":35748,\"journal\":{\"name\":\"International Journal for Engineering Modelling\",\"volume\":\"25 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-10-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal for Engineering Modelling\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31534/engmod.2023.2.ri.03a\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"Engineering\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Engineering Modelling","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31534/engmod.2023.2.ri.03a","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"Engineering","Score":null,"Total":0}
Stability Analysis of a Concrete Arch Gravity Dam by 3D Finite Element Technique
SUMMARY This research aims to determine the static response of an arch dam before undertaking a dynamic analysis of the dam due to hydrodynamic and seismic stresses. An arch dam with soil interaction, a dam without soil contact, and a dam between soil and reservoir system were all modelled using ANSYS finite element software. The research intends to determine various deformations and stresses caused by the loads attributed to arch dams in different dam systems. Many different outcomes are mapped out and discussed, mainly as weight differences.
期刊介绍：
Engineering Modelling is a refereed international journal providing an up-to-date reference for the engineers and researchers engaged in computer aided analysis, design and research in the fields of computational mechanics, numerical methods, software develop-ment and engineering modelling.
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