Hans W. Reinhardt, Joško Ošbolt, Shilang Xu, Abebe Dinku
{"title":"结构混凝土构件剪切及纯II型试验","authors":"Hans W. Reinhardt, Joško Ošbolt, Shilang Xu, Abebe Dinku","doi":"10.1016/S1065-7355(96)00003-X","DOIUrl":null,"url":null,"abstract":"<div><p>The analysis of concrete members under shear action requires reliable material parameters. A new testing method has been developed which yields pure mode II. This has been demonstrated by numerical analysis as well as by analytical treatment. Tests have been performed on a high strength concrete (cylinder compressive strength of 85 MPa) which confirm the theoretical predictions. It is discussed how the new achievements can be used in predicting a size effect in concrete members under shear action.</p></div>","PeriodicalId":100028,"journal":{"name":"Advanced Cement Based Materials","volume":"5 3","pages":"Pages 75-85"},"PeriodicalIF":0.0000,"publicationDate":"1997-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/S1065-7355(96)00003-X","citationCount":"60","resultStr":"{\"title\":\"Shear of structural concrete members and pure mode II testing\",\"authors\":\"Hans W. Reinhardt, Joško Ošbolt, Shilang Xu, Abebe Dinku\",\"doi\":\"10.1016/S1065-7355(96)00003-X\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The analysis of concrete members under shear action requires reliable material parameters. A new testing method has been developed which yields pure mode II. This has been demonstrated by numerical analysis as well as by analytical treatment. Tests have been performed on a high strength concrete (cylinder compressive strength of 85 MPa) which confirm the theoretical predictions. It is discussed how the new achievements can be used in predicting a size effect in concrete members under shear action.</p></div>\",\"PeriodicalId\":100028,\"journal\":{\"name\":\"Advanced Cement Based Materials\",\"volume\":\"5 3\",\"pages\":\"Pages 75-85\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1997-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/S1065-7355(96)00003-X\",\"citationCount\":\"60\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Advanced Cement Based Materials\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S106573559600003X\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advanced Cement Based Materials","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S106573559600003X","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Shear of structural concrete members and pure mode II testing
The analysis of concrete members under shear action requires reliable material parameters. A new testing method has been developed which yields pure mode II. This has been demonstrated by numerical analysis as well as by analytical treatment. Tests have been performed on a high strength concrete (cylinder compressive strength of 85 MPa) which confirm the theoretical predictions. It is discussed how the new achievements can be used in predicting a size effect in concrete members under shear action.
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