{"title":"THE ROLE OF MEASUREMENT ON OUR UNDERSTANDING OF STRUCTURAL CONCRETE","authors":"D. Kuchma","doi":"10.14359/51711148","DOIUrl":"https://doi.org/10.14359/51711148","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123686593","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"SHEAR RESISTANCE OF CONCRETE MEMBERS WITHOUT SHEAR REINFORCEMENT UNDER SUSTAINED LOADING","authors":"J. Walraven, R. Sarkhosh","doi":"10.14359/51711158","DOIUrl":"https://doi.org/10.14359/51711158","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123697508","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Deflection Control of Concrete Beams Accounting for Shear Deformations","authors":"A. Lubell","doi":"10.14359/51711151","DOIUrl":"https://doi.org/10.14359/51711151","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"681 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116108860","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Does the Size Effect Exist in Reinforced Masonry?","authors":"S. Sarhat, E. Sherwood","doi":"10.14359/51711149","DOIUrl":"https://doi.org/10.14359/51711149","url":null,"abstract":"The research described in this paper studies the effect of the effective depth, d, on the shear behavior of large reinforced masonry beams. Five fully grouted shear critical reinforced masonry beams ranging in effective depth from 300 mm to 1400 mm were tested to failure under three point loading to investigate their cracking behavior and ultimate shear strengths. The experimental shear strengths were compared with the failure shear stresses predicted using three different design codes: the TMS 402 code, the CS A S304.1-2004 code and the CS A A23.3-14 code for reinforced concrete. The test results show that the size effect in reinforced masonry is real and very significant, in that failure shear stresses decreased as the effective depth increased. It is shown that as the effective depth increases, the longitudinal crack width and spacing at mid-depth increase as well. These wider cracks initiate shear failure at a lower shear stress due to reduced aggregate interlock capacity. It is shown that the TMS masonry design code gives non-conservative predictions of the shear strength of large masonry beams. The most accurate prediction of the size effect in masonry is given by the CSA A23.3-2014 code which is based on the General Method of shear design used extensively to design reinforced concrete. The paper highlights the necessity to revise masonry design codes to address the size effect.","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122075073","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"TOWARDS THE DEVELOPMENT OF DIRECT CRACK-BASED ASSESSMENT OF STRUCTURES","authors":"P. Calvi, G. Proestos, D. M. Ruggiero","doi":"10.14359/51711153","DOIUrl":"https://doi.org/10.14359/51711153","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"239 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121971479","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Modeling Parameters in Punching Shear Finite Element Analysis of Concrete Slabs","authors":"A. Genikomsou, G. Milligan, M. Polak","doi":"10.14359/51711156","DOIUrl":"https://doi.org/10.14359/51711156","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126838398","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Structural Engineering in the 21st Century: The perspective of a University of Toronto Graduate","authors":"O. Bayrak","doi":"10.14359/51711155","DOIUrl":"https://doi.org/10.14359/51711155","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"257 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132591240","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"THE TORONTO SIZE EFFECT SERIES","authors":"E. Bentz, M. Collins","doi":"10.14359/51711146","DOIUrl":"https://doi.org/10.14359/51711146","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127452841","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"REINFORCING BRIDGE I-GIRDERS USING CFRP SHEAR STRIPS","authors":"Rico J. Massa, W. D. Cook, D. Mitchell","doi":"10.14359/51711145","DOIUrl":"https://doi.org/10.14359/51711145","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"76 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134392786","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"A KINEMATIC APPROACH FOR THE COMPLETE SHEAR BEHAVIOR OF SHORT FRC COUPLING BEAMS","authors":"B. Mihaylov, Jian Liu, R. Lobet","doi":"10.14359/51711152","DOIUrl":"https://doi.org/10.14359/51711152","url":null,"abstract":"","PeriodicalId":384250,"journal":{"name":"SP-328: Shear in Structural Concrete","volume":"143 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131603289","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}