Experimental study on the cyclic behavior of steel fiber reinforced high strength concrete columns and evaluation of shear strength
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Bae, Baek-Il | - |
dc.contributor.author | Chung, Joo-Hong | - |
dc.contributor.author | Choi, Hyun-Ki | - |
dc.contributor.author | Jung, Hyung-Suk | - |
dc.contributor.author | Choi, Chang-Sik | - |
dc.date.accessioned | 2022-07-12T15:05:46Z | - |
dc.date.available | 2022-07-12T15:05:46Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2018-02 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/150630 | - |
dc.description.abstract | In this paper, the effectiveness of steel fiber inclusion on the structural performance of steel fiber reinforced high strength concrete columns was investigated with test of 7-high strength concrete specimens with and without steel fiber. All test specimens were subjected to axial load and reversed cyclic lateral loads. It was shown that test steel fiber inclusion significantly increase the structural performance. Steel fiber inclusion was remarkably effective than the transverse reinforcement about structural performance such as strength and energy dissipation capacity. Steel fiber reinforcement was more effective with high volumetric ratio of transverse reinforcement. Compressive strength of matrix affect to the strength and ductility. High strength matrix column specimens showed better performance than normal strength matrix column specimens. In order to verify the safety of existing strength estimation equations, test results were compared with estimated values. Most of the estimation equations were over estimated the shear strength of concrete. Therefore, in this study, for the safe design of steel fiber reinforced high strength concrete columns, newly developed estimation equation was suggested. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | Experimental study on the cyclic behavior of steel fiber reinforced high strength concrete columns and evaluation of shear strength | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Chang-Sik | - |
dc.identifier.doi | 10.1016/j.engstruct.2017.11.072 | - |
dc.identifier.scopusid | 2-s2.0-85038210876 | - |
dc.identifier.wosid | 000423890800020 | - |
dc.identifier.bibliographicCitation | ENGINEERING STRUCTURES, v.157, pp.250 - 267 | - |
dc.relation.isPartOf | ENGINEERING STRUCTURES | - |
dc.citation.title | ENGINEERING STRUCTURES | - |
dc.citation.volume | 157 | - |
dc.citation.startPage | 250 | - |
dc.citation.endPage | 267 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | STRESS-STRAIN BEHAVIOR | - |
dc.subject.keywordPlus | COMPRESSION | - |
dc.subject.keywordPlus | BEAMS | - |
dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S0141029617330183?via%3Dihub | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
222, Wangsimni-ro, Seongdong-gu, Seoul, 04763, Korea+82-2-2220-1365
COPYRIGHT © 2021 HANYANG UNIVERSITY.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.