{"title":"路面用纤维增强混凝土的疲劳特性","authors":"V. Gopalaratnam, T. Cherian","doi":"10.14359/12247","DOIUrl":null,"url":null,"abstract":"The paper presents and discusses results from flexural fatigue tests on plain concrete and two fiber reinforced concrete (FRC) mixes. The fatigue performance of both the FRC mixes investigated in the study were superior to that of the control mix. The difference between the FRC mixes and the control mix becomes readily apparent at the higher levels of upper limit of fatigue stress. The three stage process that characterizes the fatigue failure in FRC is discussed.","PeriodicalId":265574,"journal":{"name":"SP-206: Concrete: Material Science to Application - A Tribute to Surendra P. Shah","volume":"23 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2002-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Fatigue Characteristics of Fiber Reinforced Concrete for Pavement Applications\",\"authors\":\"V. Gopalaratnam, T. Cherian\",\"doi\":\"10.14359/12247\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The paper presents and discusses results from flexural fatigue tests on plain concrete and two fiber reinforced concrete (FRC) mixes. The fatigue performance of both the FRC mixes investigated in the study were superior to that of the control mix. The difference between the FRC mixes and the control mix becomes readily apparent at the higher levels of upper limit of fatigue stress. The three stage process that characterizes the fatigue failure in FRC is discussed.\",\"PeriodicalId\":265574,\"journal\":{\"name\":\"SP-206: Concrete: Material Science to Application - A Tribute to Surendra P. Shah\",\"volume\":\"23 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2002-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"SP-206: Concrete: Material Science to Application - A Tribute to Surendra P. Shah\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/12247\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-206: Concrete: Material Science to Application - A Tribute to Surendra P. Shah","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/12247","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Fatigue Characteristics of Fiber Reinforced Concrete for Pavement Applications
The paper presents and discusses results from flexural fatigue tests on plain concrete and two fiber reinforced concrete (FRC) mixes. The fatigue performance of both the FRC mixes investigated in the study were superior to that of the control mix. The difference between the FRC mixes and the control mix becomes readily apparent at the higher levels of upper limit of fatigue stress. The three stage process that characterizes the fatigue failure in FRC is discussed.
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