{"title":"Inter-comparison of experimental and numerical simulation results on mechanical behaviour of corroded beams","authors":"I. Petre-Lazar, O. Poupard, C. Brunet","doi":"10.1080/17747120.2007.9692920","DOIUrl":null,"url":null,"abstract":"ABSTRACT The “benchmark des poutres de la Rance” research project contributes to the study of safety margin re-assessment and to the monitoring of prestressed and reinforced concrete structures in aggressive environment. Several academic and industrial partners are involved in this project: CEA, EDF R&D, CEBTP, LCPC, LMDC, LMT, LML, GéM, OXAND and IETcc. These teams are involved in researches and studies related to the mechanical effect of corrosion and the damage in civil engineering concrete structures. The paper presents a critical comparison of the experimental results and the numerical simulations (tensile and 4-points bending tests) performed by the different project partners.","PeriodicalId":368904,"journal":{"name":"Revue Européenne de Génie Civil","volume":"85 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2007-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revue Européenne de Génie Civil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/17747120.2007.9692920","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2
Abstract
ABSTRACT The “benchmark des poutres de la Rance” research project contributes to the study of safety margin re-assessment and to the monitoring of prestressed and reinforced concrete structures in aggressive environment. Several academic and industrial partners are involved in this project: CEA, EDF R&D, CEBTP, LCPC, LMDC, LMT, LML, GéM, OXAND and IETcc. These teams are involved in researches and studies related to the mechanical effect of corrosion and the damage in civil engineering concrete structures. The paper presents a critical comparison of the experimental results and the numerical simulations (tensile and 4-points bending tests) performed by the different project partners.