Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 심종성 | - |
dc.date.accessioned | 2018-02-22T00:51:34Z | - |
dc.date.available | 2018-02-22T00:51:34Z | - |
dc.date.issued | 2015-07 | - |
dc.identifier.citation | KSCE JOURNAL OF CIVIL ENGINEERING, V. 20, No. 5, Page. 1842-1851 | en_US |
dc.identifier.issn | 1226-7988 | - |
dc.identifier.issn | 1976-3808 | - |
dc.identifier.uri | https://link.springer.com/article/10.1007/s12205-015-0274-7 | - |
dc.identifier.uri | http://hdl.handle.net/20.500.11754/39295 | - |
dc.description.abstract | In 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.sponsorship | The 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.iso | en_US | en_US |
dc.publisher | KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE | en_US |
dc.subject | slip-form construction | en_US |
dc.subject | GFRP plate | en_US |
dc.subject | finite element analysis | en_US |
dc.subject | parametric analysis | en_US |
dc.subject | construction methods | en_US |
dc.subject | CONCRETE | en_US |
dc.subject | REBAR | en_US |
dc.subject | BARS | en_US |
dc.title | Mechanical properties of GFRP Slip-form for in-situ application | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.1007/s12205-015-0274-7 | - |
dc.relation.page | 1-10 | - |
dc.relation.journal | KSCE JOURNAL OF CIVIL ENGINEERING | - |
dc.contributor.googleauthor | Kim, HJ | - |
dc.contributor.googleauthor | Sim, JS | - |
dc.relation.code | 2015009302 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | jssim | - |
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