Numerical Investigation of Creep Effects on FRP-Strengthened RC Beams
DC Field | Value | Language |
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dc.contributor.author | Choi, Kyoung-Kyu | - |
dc.contributor.author | Taha, Mahmoud M. Reda | - |
dc.contributor.author | Masia, Mark J. | - |
dc.contributor.author | Shrive, Penelope L. | - |
dc.contributor.author | Shrive, Nigel G. | - |
dc.date.available | 2018-05-10T13:54:54Z | - |
dc.date.created | 2018-04-17 | - |
dc.date.issued | 2010-11 | - |
dc.identifier.issn | 1090-0268 | - |
dc.identifier.uri | http://scholarworks.bwise.kr/ssu/handle/2018.sw.ssu/14640 | - |
dc.description.abstract | Numerical analysis using a finite-element model was performed to simulate and investigate the long-term behavior of two RC beams with similar steel reinforcement, cast from the same batch of concrete. One beam was a plain RC beam and the other beam was strengthened using carbon fiber-reinforced polymer (FRP) strips. The deflections of both beams have been monitored for 5 years after loading. The finite-element model included both creep of concrete and viscoelasticity of the epoxy adhesive at the concrete-carbon FRP (CFRP) interface. The results of the finite-element analysis are compared to experimental observations of the two beams. The finite-element analysis was found to be able to simulate the long-term behavior of the CFRP-strengthened beam and help us understand the complex changes in the stress state that occur over time. | - |
dc.publisher | ASCE-AMER SOC CIVIL ENGINEERS | - |
dc.relation.isPartOf | JOURNAL OF COMPOSITES FOR CONSTRUCTION | - |
dc.subject | TIME-DEPENDENT BEHAVIOR | - |
dc.subject | REINFORCED-CONCRETE BEAMS | - |
dc.subject | CONSTITUTIVE MODEL | - |
dc.subject | MEMBERS | - |
dc.subject | PLATES | - |
dc.subject | INTERFACE | - |
dc.title | Numerical Investigation of Creep Effects on FRP-Strengthened RC Beams | - |
dc.type | Article | - |
dc.identifier.doi | 10.1061/(ASCE)CC.1943-5614.0000123 | - |
dc.type.rims | ART | - |
dc.identifier.bibliographicCitation | JOURNAL OF COMPOSITES FOR CONSTRUCTION, v.14, no.6, pp.812 - 822 | - |
dc.description.journalClass | 1 | - |
dc.identifier.wosid | 000284272700017 | - |
dc.identifier.scopusid | 2-s2.0-78649256017 | - |
dc.citation.endPage | 822 | - |
dc.citation.number | 6 | - |
dc.citation.startPage | 812 | - |
dc.citation.title | JOURNAL OF COMPOSITES FOR CONSTRUCTION | - |
dc.citation.volume | 14 | - |
dc.contributor.affiliatedAuthor | Choi, Kyoung-Kyu | - |
dc.type.docType | Article | - |
dc.subject.keywordAuthor | Reinforced concrete | - |
dc.subject.keywordAuthor | Epoxy adhesive | - |
dc.subject.keywordAuthor | Finite-element model | - |
dc.subject.keywordAuthor | Fiber-reinforced polymer (FRP) | - |
dc.subject.keywordAuthor | Creep | - |
dc.subject.keywordAuthor | Long-term deflection | - |
dc.subject.keywordPlus | TIME-DEPENDENT BEHAVIOR | - |
dc.subject.keywordPlus | REINFORCED-CONCRETE BEAMS | - |
dc.subject.keywordPlus | CONSTITUTIVE MODEL | - |
dc.subject.keywordPlus | MEMBERS | - |
dc.subject.keywordPlus | PLATES | - |
dc.subject.keywordPlus | INTERFACE | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
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