Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 조병완 | - |
dc.date.accessioned | 2018-02-06T05:43:45Z | - |
dc.date.available | 2018-02-06T05:43:45Z | - |
dc.date.issued | 2011-02 | - |
dc.identifier.citation | KSCE JOURNAL OF CIVIL ENGINEERING,권: 15 호: 2 페이지: 337-345 | en_US |
dc.identifier.issn | 1226-7988 | - |
dc.identifier.uri | http://link.springer.com/article/10.1007%2Fs12205-011-1040-0 | - |
dc.description.abstract | This study evaluates the mechanical performance of Reinforced Concrete Filled Fiber Reinforced Tube (RCFFT) through compressive and flexural tests for the purpose of applying RCFFT as strut members for a Prestressed Concrete (PSC) Box Girder bridge. Firstly, the compressive behavior of Concrete Filled Fiber Reinforced Plastic Tube (CFFT) and RCFFT members was investigated to examine their confinement effects. Secondly, based on the experimental results, an equation for estimating the ultimate compressive strengths of CFFT and RCFFT was proposed. In addition, the degree of improvement on the flexural performance due to the reinforcement by Fiber Reinforced Plastic (FRP) was analyzed from flexural tests on CFFT and RCFFT. It could be confirmed from the result of this research that the structural performance of RCFFT members were improved. Furthermore, the result of this study might be utilized in the design of the RCFFT strut members of a real PC BOX Girder bridge. | en_US |
dc.description.sponsorship | This study was supported by the Construction Technology Innovation Program (CTIP) of the Korea Institute of Construction & Technology Evaluation and Planning (KICTEP). The financial support provided by the KICTEP is acknowledged. | en_US |
dc.language.iso | en | en_US |
dc.publisher | SPRINGER, 233 SPRING ST, NEW YORK, NY 10013 USA | en_US |
dc.subject | concrete filled fiber reinforced plastic tube | en_US |
dc.subject | reinforced concrete filled FRP tube | en_US |
dc.subject | confining effect | en_US |
dc.subject | ultimate strength | en_US |
dc.subject | uni-axial test | en_US |
dc.subject | quasi-static flexural test | en_US |
dc.subject | RCFFT diagonal strut | en_US |
dc.title | Experimental investigation on the structural behavior of concrete filled FRP tubes with/without steel Re-bar | en_US |
dc.title.alternative | without steel Re-bar | en_US |
dc.type | Article | en_US |
dc.relation.no | 2 | - |
dc.relation.volume | 15 | - |
dc.identifier.doi | 10.1007/s12205-011-1040-0 | - |
dc.relation.page | 337-345 | - |
dc.relation.journal | KSCE JOURNAL OF CIVIL ENGINEERING | - |
dc.contributor.googleauthor | Yoon, Soon-Jong | - |
dc.contributor.googleauthor | Park, Jong-Hwa | - |
dc.contributor.googleauthor | Jo, Byung-Wan | - |
dc.contributor.googleauthor | Park, Seung-Kook | - |
dc.relation.code | 2011219140 | - |
dc.sector.campus | S | - |
dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | bwcho | - |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.