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dc.contributor.author심종성-
dc.date.accessioned2018-02-22T00:51:34Z-
dc.date.available2018-02-22T00:51:34Z-
dc.date.issued2015-07-
dc.identifier.citationKSCE JOURNAL OF CIVIL ENGINEERING, V. 20, No. 5, Page. 1842-1851en_US
dc.identifier.issn1226-7988-
dc.identifier.issn1976-3808-
dc.identifier.urihttps://link.springer.com/article/10.1007/s12205-015-0274-7-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/39295-
dc.description.abstractIn this paper, a more effective construction method is introduced, wherein the mechanical advantages of Glass Fiber Reinforced Polymer (GFRP) are applied to the slip-form method. The slip-form method, which is a typical moving form method, has advantages such as reduced construction duration and simple components because it enables continuous forming work of concrete in a single construction. However, it is vulnerable to corrosion, quality control is difficult, and the form plate cannot be reused. In this study, a tensile test was carried out on a GFRP plate by using a new method to apply the steel form to the GFRP plate. Effective GFRP slip-form shape and the application method were proposed by conducting finite element analysis and parametric analysis based on the results of the GFRP plate tensile test; performance was verified through a structural test. From the test results, the GFRP slip-form showed better structural performance than the steel form, and the GFRP slip-form construction method may reduce costs because of its reusability, easy quality control, and reduced construction duration.en_US
dc.description.sponsorshipThe work described in this paper was supported by grants from the National Construction and Transportation R&D Program (no. 08CTIPE01), and the Super Long Span Bridge Project of the Construction Technology Innovation Program (CTIP).en_US
dc.language.isoen_USen_US
dc.publisherKOREAN SOCIETY OF CIVIL ENGINEERS-KSCEen_US
dc.subjectslip-form constructionen_US
dc.subjectGFRP plateen_US
dc.subjectfinite element analysisen_US
dc.subjectparametric analysisen_US
dc.subjectconstruction methodsen_US
dc.subjectCONCRETEen_US
dc.subjectREBARen_US
dc.subjectBARSen_US
dc.titleMechanical properties of GFRP Slip-form for in-situ applicationen_US
dc.typeArticleen_US
dc.identifier.doi10.1007/s12205-015-0274-7-
dc.relation.page1-10-
dc.relation.journalKSCE JOURNAL OF CIVIL ENGINEERING-
dc.contributor.googleauthorKim, HJ-
dc.contributor.googleauthorSim, JS-
dc.relation.code2015009302-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidjssim-
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COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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