{"title":"有粘结和无粘结预应力混凝土梁弯矩重分布的差异","authors":"Katarzyna Mossor","doi":"10.15554/pcij67.6-02","DOIUrl":null,"url":null,"abstract":"Experimental tests using an innovative hybrid concrete and steel element were conducted to define a more precise method for determining the coefficient of moment redistribution in prestressed concrete beams. Based on the test results, formulas are proposed to determine moment redistribution coefficients for beams prestressed with bonded and unbonded tendons.","PeriodicalId":54637,"journal":{"name":"PCI Journal","volume":"1 1","pages":""},"PeriodicalIF":0.9000,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Differences in moment redistribution in concrete beams prestressed with bonded and unbonded tendons\",\"authors\":\"Katarzyna Mossor\",\"doi\":\"10.15554/pcij67.6-02\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Experimental tests using an innovative hybrid concrete and steel element were conducted to define a more precise method for determining the coefficient of moment redistribution in prestressed concrete beams. Based on the test results, formulas are proposed to determine moment redistribution coefficients for beams prestressed with bonded and unbonded tendons.\",\"PeriodicalId\":54637,\"journal\":{\"name\":\"PCI Journal\",\"volume\":\"1 1\",\"pages\":\"\"},\"PeriodicalIF\":0.9000,\"publicationDate\":\"2022-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"PCI Journal\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.15554/pcij67.6-02\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"PCI Journal","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.15554/pcij67.6-02","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Differences in moment redistribution in concrete beams prestressed with bonded and unbonded tendons
Experimental tests using an innovative hybrid concrete and steel element were conducted to define a more precise method for determining the coefficient of moment redistribution in prestressed concrete beams. Based on the test results, formulas are proposed to determine moment redistribution coefficients for beams prestressed with bonded and unbonded tendons.