Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 이한승 | - |
dc.date.accessioned | 2019-01-15T02:29:35Z | - |
dc.date.available | 2019-01-15T02:29:35Z | - |
dc.date.issued | 2018-08 | - |
dc.identifier.citation | ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, v. 2018, Article no. 6429767 | en_US |
dc.identifier.issn | 1687-8434 | - |
dc.identifier.uri | https://www.hindawi.com/journals/amse/2018/6429767 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/81283 | - |
dc.description.abstract | Shear performance of plain UHPC (ultrahigh-performance concrete) construction joints is studied in both experimental and analytical ways. In push-off tests, three different contact surfaces of the construction joint were considered, while the case without any joint was provided for the reference. Test results indicate that the geometry of contact surfaces greatly affects shear performance of the construction joint. With simplifying structural behavior of contact surfaces and UHPC substrate, the finiteelement analysis model is developed for every case studied by utilizing the ABAQUS software and validated against the test results. Agreement between experimental and numerical simulation results is excellent especially in terms of displacement, strength, and failure mechanism. It is expected that the present work provides a basis for further study on reinforced UHPC construction joints. | en_US |
dc.description.sponsorship | This research was supported by a grant (13SCIPA02) from the Smart Civil Infrastructure Research Program funded by the Korean Ministry of Land, Infrastructure and Transport (MOLIT) and the Korean Agency for Infrastructure Technology Advancement (KAIA). | en_US |
dc.language.iso | en_US | en_US |
dc.publisher | HINDAWI LTD | en_US |
dc.subject | PLASTIC-DAMAGE MODEL | en_US |
dc.subject | STRUCTURAL PERFORMANCE | en_US |
dc.subject | STRENGTH | en_US |
dc.subject | UHPC | en_US |
dc.subject | COMPOSITE | en_US |
dc.subject | BRIDGES | en_US |
dc.subject | GIRDERS | en_US |
dc.subject | BOND | en_US |
dc.subject | CONNECTIONS | en_US |
dc.subject | DESIGN | en_US |
dc.title | Numerical and Experimental Analysis of the Shear Behavior of Ultrahigh-Performance Concrete Construction Joints | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.1155/2018/6429767 | - |
dc.relation.page | 1-16 | - |
dc.relation.journal | ADVANCES IN MATERIALS SCIENCE AND ENGINEERING | - |
dc.contributor.googleauthor | Jang, Hyun-O | - |
dc.contributor.googleauthor | Lee, Han-Seung | - |
dc.contributor.googleauthor | Cho, Keunhee | - |
dc.contributor.googleauthor | Kim, Jinkyu | - |
dc.relation.code | 2018004533 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DIVISION OF ARCHITECTURE | - |
dc.identifier.pid | ercleehs | - |
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