{"title":"巴西岩石抗拉强度测定试验综述。第二部分:接触条件","authors":"G.E. Andreev","doi":"10.1016/0167-9031(91)91035-G","DOIUrl":null,"url":null,"abstract":"<div><p>The idea of transmission of the diametrical load on a specimen, by both stiff and soft loading devices, is based on theoretical and experimental investigations. A failure in the contact area of the specimen is excluded if its modulus of elasticity differs considerably from the modulus of elasticity of the loading device, regardless of the trend.</p></div>","PeriodicalId":100929,"journal":{"name":"Mining Science and Technology","volume":"13 3","pages":"Pages 457-465"},"PeriodicalIF":0.0000,"publicationDate":"1991-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0167-9031(91)91035-G","citationCount":"66","resultStr":"{\"title\":\"A review of the Brazilian test for rock tensile strength determination. Part II: contact conditions\",\"authors\":\"G.E. Andreev\",\"doi\":\"10.1016/0167-9031(91)91035-G\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The idea of transmission of the diametrical load on a specimen, by both stiff and soft loading devices, is based on theoretical and experimental investigations. A failure in the contact area of the specimen is excluded if its modulus of elasticity differs considerably from the modulus of elasticity of the loading device, regardless of the trend.</p></div>\",\"PeriodicalId\":100929,\"journal\":{\"name\":\"Mining Science and Technology\",\"volume\":\"13 3\",\"pages\":\"Pages 457-465\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1991-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0167-9031(91)91035-G\",\"citationCount\":\"66\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Mining Science and Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/016790319191035G\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mining Science and Technology","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/016790319191035G","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
A review of the Brazilian test for rock tensile strength determination. Part II: contact conditions
The idea of transmission of the diametrical load on a specimen, by both stiff and soft loading devices, is based on theoretical and experimental investigations. A failure in the contact area of the specimen is excluded if its modulus of elasticity differs considerably from the modulus of elasticity of the loading device, regardless of the trend.
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