Nonlinear finite element analysis of steel fiber-reinforced concrete coupling beams
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim, S.-W. | - |
dc.contributor.author | Yun, H.-D. | - |
dc.contributor.author | Jang, S.-J. | - |
dc.contributor.author | Park, W.-S. | - |
dc.contributor.author | Jang, Y.-I. | - |
dc.contributor.author | Choi, Changsik | - |
dc.date.accessioned | 2022-07-12T20:02:06Z | - |
dc.date.available | 2022-07-12T20:02:06Z | - |
dc.date.created | 2021-05-11 | - |
dc.date.issued | 2018 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/150902 | - |
dc.description.abstract | This paper describes a nonlinear finite element analysis of steel Fiber-Reinforced Concrete (FRC) coupling beams. In this study, to reduce and simplify the reinforcement details in the coupling beams, Steel Fiber-Reinforced Concretes (SFRCs) were used. The analysis procedure was performed to assess the validity of modeling techniques for simulating the cyclic behavior of the FRC coupling beams. The coupling beam specimens were modeled using nonlinear, two-dimensional plane stress analysis with DIANA. In constitutive model, Thorenfeldt model in compression and Hordijk model in tension were used for concrete model, and the SFRC was modeled with Fiber-Reinforced Concrete model. A cyclic analysis was performed on the specimens to determine whether the curves could be produced and to verify whether the correct failure modes and sequence of damage was seen in the simulation. The analytical results showed that improvements in the finite element model could lead to improvements in the simulation results. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | CRC Press/Balkema | - |
dc.title | Nonlinear finite element analysis of steel fiber-reinforced concrete coupling beams | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Changsik | - |
dc.identifier.doi | 10.1201/9781315182964-103 | - |
dc.identifier.scopusid | 2-s2.0-85061336043 | - |
dc.identifier.bibliographicCitation | Computational Modelling of Concrete Structures - Proceedings of the conference on Computational Modelling of Concrete and Concrete Structures, EURO-C 2018, pp.889 - 894 | - |
dc.relation.isPartOf | Computational Modelling of Concrete Structures - Proceedings of the conference on Computational Modelling of Concrete and Concrete Structures, EURO-C 2018 | - |
dc.citation.title | Computational Modelling of Concrete Structures - Proceedings of the conference on Computational Modelling of Concrete and Concrete Structures, EURO-C 2018 | - |
dc.citation.startPage | 889 | - |
dc.citation.endPage | 894 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Computation theory | - |
dc.subject.keywordPlus | Concrete buildings | - |
dc.subject.keywordPlus | Concrete construction | - |
dc.subject.keywordPlus | Fiber reinforced materials | - |
dc.subject.keywordPlus | Finite element method | - |
dc.subject.keywordPlus | Nonlinear analysis | - |
dc.subject.keywordPlus | Steel fibers | - |
dc.subject.keywordPlus | Stress analysis | - |
dc.subject.keywordPlus | Analytical results | - |
dc.subject.keywordPlus | Cyclic analysis | - |
dc.subject.keywordPlus | Cyclic behavior | - |
dc.subject.keywordPlus | Fiber-reinforced concretes | - |
dc.subject.keywordPlus | Modeling technique | - |
dc.subject.keywordPlus | Non-linear finite-element analysis | - |
dc.subject.keywordPlus | Steel fiber reinforced concretes | - |
dc.subject.keywordPlus | Two dimensional plane | - |
dc.subject.keywordPlus | Reinforced concrete | - |
dc.identifier.url | https://www.taylorfrancis.com/chapters/oa-edit/10.1201/9781315182964-103/nonlinear-finite-element-analysis-steel-fiber-reinforced-concrete-coupling-beams-kim-yun-jang-park-jang-choi | - |
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