{"title":"混凝土梁在海洋环境中腐蚀力学行为的有限元模拟","authors":"Bruno Capra, Jérôme Boero, Glenn Regnat","doi":"10.1080/17747120.2007.9692924","DOIUrl":null,"url":null,"abstract":"ABSTRACT This article presents the models and the assumptions retained by OXAND within the framework of the Rance's beams benchmark. This project deals with the numerical simulations of the mechanical behaviour of corroded beams. Numerical modelling is presented for two computer codes (Cast3M and Atena). The comparison between numerical and experimental results is presented for the two codes. The influence of various parameters on the results of simulations is also approached.","PeriodicalId":368904,"journal":{"name":"Revue Européenne de Génie Civil","volume":"6 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2007-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Simulation par éléments finis du comportement mécanique de poutres en béton corrodées par un milieu marin\",\"authors\":\"Bruno Capra, Jérôme Boero, Glenn Regnat\",\"doi\":\"10.1080/17747120.2007.9692924\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACT This article presents the models and the assumptions retained by OXAND within the framework of the Rance's beams benchmark. This project deals with the numerical simulations of the mechanical behaviour of corroded beams. Numerical modelling is presented for two computer codes (Cast3M and Atena). The comparison between numerical and experimental results is presented for the two codes. The influence of various parameters on the results of simulations is also approached.\",\"PeriodicalId\":368904,\"journal\":{\"name\":\"Revue Européenne de Génie Civil\",\"volume\":\"6 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2007-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Revue Européenne de Génie Civil\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/17747120.2007.9692924\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revue Européenne de Génie Civil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/17747120.2007.9692924","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Simulation par éléments finis du comportement mécanique de poutres en béton corrodées par un milieu marin
ABSTRACT This article presents the models and the assumptions retained by OXAND within the framework of the Rance's beams benchmark. This project deals with the numerical simulations of the mechanical behaviour of corroded beams. Numerical modelling is presented for two computer codes (Cast3M and Atena). The comparison between numerical and experimental results is presented for the two codes. The influence of various parameters on the results of simulations is also approached.
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