{"title":"Analytical Study on Seismic Performance of Self-Compacting\nConcrete Column Reinforced with Steel and GFRP Rebar","authors":"","doi":"10.46243/jst.2020.v5.i4.pp28-39","DOIUrl":null,"url":null,"abstract":"The self-compacting concrete is described as one of the environment friendly concrete which has several\nbenefits over ordinary concrete. The main advantages of self-compacting concrete are that problem associated with\nvibration is eliminated. It is a non-segregating concrete that have benefits such as high bond to reinforcing steel,\nsuperior strength and durability, improved structural integrity etc. The Glass Fiber reinforced Polymer (GFRP)\nrebars are preferable alternative to steel rebars for minimizing corrosion problems In this paper, analytical study is\ncarried out to investigate the seismic performance of self-compacting concrete circular columns reinforced with\nGFRP rebars and are compared with columns reinforced with steel rebars. The main parameters considered for the\nstudy are slenderness ratio and confinement techniques. The circular column of slenderness ratio 4, 6, and 8 are\nconsidered for the study. The seismic performance is carried out by Push over analysis using ANSYS software.","PeriodicalId":23534,"journal":{"name":"Volume 5, Issue 4","volume":"53 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Volume 5, Issue 4","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.46243/jst.2020.v5.i4.pp28-39","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The self-compacting concrete is described as one of the environment friendly concrete which has several
benefits over ordinary concrete. The main advantages of self-compacting concrete are that problem associated with
vibration is eliminated. It is a non-segregating concrete that have benefits such as high bond to reinforcing steel,
superior strength and durability, improved structural integrity etc. The Glass Fiber reinforced Polymer (GFRP)
rebars are preferable alternative to steel rebars for minimizing corrosion problems In this paper, analytical study is
carried out to investigate the seismic performance of self-compacting concrete circular columns reinforced with
GFRP rebars and are compared with columns reinforced with steel rebars. The main parameters considered for the
study are slenderness ratio and confinement techniques. The circular column of slenderness ratio 4, 6, and 8 are
considered for the study. The seismic performance is carried out by Push over analysis using ANSYS software.
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