{"title":"无筋腹板预应力工字梁的斜向开裂强度","authors":"P. Bhatt","doi":"10.1016/0007-3628(74)90031-0","DOIUrl":null,"url":null,"abstract":"<div><p>An approximate elastic analysis, which includes the effect of concentrated loads and reactions is used to predict theoretically the web cracking load of prestressed I beams without web reinforcement. The theoretical results are compared with nearly 200 test results.</p></div>","PeriodicalId":9442,"journal":{"name":"Building Science","volume":"9 4","pages":"Pages 315-323"},"PeriodicalIF":0.0000,"publicationDate":"1974-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0007-3628(74)90031-0","citationCount":"0","resultStr":"{\"title\":\"The diagonal cracking strength of prestressed I — beams with unreinforced webs\",\"authors\":\"P. Bhatt\",\"doi\":\"10.1016/0007-3628(74)90031-0\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>An approximate elastic analysis, which includes the effect of concentrated loads and reactions is used to predict theoretically the web cracking load of prestressed I beams without web reinforcement. The theoretical results are compared with nearly 200 test results.</p></div>\",\"PeriodicalId\":9442,\"journal\":{\"name\":\"Building Science\",\"volume\":\"9 4\",\"pages\":\"Pages 315-323\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1974-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0007-3628(74)90031-0\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Building Science\",\"FirstCategoryId\":\"1087\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/0007362874900310\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Building Science","FirstCategoryId":"1087","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0007362874900310","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
The diagonal cracking strength of prestressed I — beams with unreinforced webs
An approximate elastic analysis, which includes the effect of concentrated loads and reactions is used to predict theoretically the web cracking load of prestressed I beams without web reinforcement. The theoretical results are compared with nearly 200 test results.
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