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Shin, Myoungsu
Sustainable Structural Systems Lab
Research Interests
  • Seismic design, Tall buildings, High performance composites, Ultrasonic non-destructive evaluation technologies

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Analytical assessment and modeling of RC beam-column connections strengthened with CFRP composites

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dc.contributor.author Le-Trung, Kien ko
dc.contributor.author Lee, Kihak ko
dc.contributor.author Shin, Myoungsu ko
dc.contributor.author Lee, Jaehong ko
dc.date.available 2014-04-10T01:19:09Z -
dc.date.created 2013-06-10 ko
dc.date.issued 2011-10 -
dc.identifier.citation COMPOSITES PART B-ENGINEERING, v.42, no.7, pp.1786 - 1798 ko
dc.identifier.issn 1359-8368 ko
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/3014 -
dc.identifier.uri http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=80051789505 ko
dc.description.abstract This paper presents an analytical study on the modeling of exterior reinforced concrete (RC) beam-column connections strengthened using carbon fiber reinforced polymer (CFRP) composites subjected to lateral loading. To simulate the overall connection behavior reasonably well, the developed analytical model takes into account joint shear behavior, bond slip of longitudinal beam reinforcement, and effects of various configurations of CFRP sheets. In particular, effects of anchorage at the ends of the attached CFRP sheets, which have never been modeled in previous analytical studies to date, were incorporated into the developed model. The results from analytical and experimental studies for seven beam-column connection specimens tested by the authors were compared in terms of initial stiffness, maximum strength, stiffness degradation, strength degradation, and energy dissipation. The comparison indicates that the analytical results showed a good agreement with the experimental results. Therefore, the developed connection model, which is a macro-scale model with a few elements, can be used for performance assessments of RC structures having CFRP-strengthened beam-column connections with an adequate accuracy and simplicity. ko
dc.description.statementofresponsibility close -
dc.language ENG ko
dc.publisher ELSEVIER SCI LTD ko
dc.subject A. Carbon fiber ko
dc.subject B. Debonding ko
dc.subject Bond slips ko
dc.subject C. Analytical modeling ko
dc.subject E. Joints ko
dc.title Analytical assessment and modeling of RC beam-column connections strengthened with CFRP composites ko
dc.type ARTICLE ko
dc.identifier.scopusid 2-s2.0-80051789505 ko
dc.identifier.wosid 000294796100002 ko
dc.type.rims ART ko
dc.description.wostc 0 *
dc.description.scopustc 0 *
dc.date.tcdate 2015-02-28 *
dc.date.scptcdate 2014-08-22 *
dc.identifier.doi 10.1016/j.compositesb.2011.07.002 ko
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