DC Field | Value | Language |
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dc.contributor.author | Kwak, Hyo-Gyoung | ko |
dc.contributor.author | Kim, DY | ko |
dc.date.accessioned | 2010-11-24T08:24:14Z | - |
dc.date.available | 2010-11-24T08:24:14Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2006-01 | - |
dc.identifier.citation | COMPUTERS STRUCTURES, v.84, no.5-6, pp.305 - 317 | - |
dc.identifier.issn | 0045-7949 | - |
dc.identifier.uri | http://hdl.handle.net/10203/20341 | - |
dc.description.abstract | An analytical model which can Simulate the post-cracking nonlinear behavior of reinforced concrete (RC) members such as bars and panels subject to uniaxial and biaxial tensile stresses is presented. The proposed model includes the description of biaxial failure criteria of concrete in the tension-tension region and the average stress-strain relation of reinforcing steel. Based oil strain distribution functions of steel and concrete after cracking, a criterion to consider the tension-stiffening effect is proposed using the concept of average stresses and strains. The validity of the introduced model is established by comparing the analytical predictions for reinforced concrete uniaxial tension members with results from experimental Studies. In advance, correlation Studies between analytical results and experimental data are also extended to RC panels Subject to biaxial tensile stresses to verify the efficiency of the proposed model and to identify the significance of various effects oil the response of biaxially loaded reinforced concrete panels. (c) 2005 Elsevier Ltd. All rights reserved. | - |
dc.description.sponsorship | The research reported in this paper was made possible by the financial support from the Smart Infra-Structure Technology Center funded by the Korea Science and Engineering Foundation. The authors would like to express their gratitude to this organization for the financial support. | en |
dc.language | English | - |
dc.language.iso | en_US | en |
dc.publisher | PERGAMON-ELSEVIER SCIENCE LTD | - |
dc.subject | REINFORCED-CONCRETE MEMBERS | - |
dc.subject | STIFFENING MODEL | - |
dc.subject | SHEAR | - |
dc.subject | BARS | - |
dc.title | Cracking behavior of RC panels subject to biaxial tensile stresses | - |
dc.type | Article | - |
dc.identifier.wosid | 000235324700004 | - |
dc.identifier.scopusid | 2-s2.0-29244453210 | - |
dc.type.rims | ART | - |
dc.citation.volume | 84 | - |
dc.citation.issue | 5-6 | - |
dc.citation.beginningpage | 305 | - |
dc.citation.endingpage | 317 | - |
dc.citation.publicationname | COMPUTERS STRUCTURES | - |
dc.identifier.doi | 10.1016/j.compstruc.2005.09.020 | - |
dc.contributor.localauthor | Kwak, Hyo-Gyoung | - |
dc.contributor.nonIdAuthor | Kim, DY | - |
dc.type.journalArticle | Article | - |
dc.subject.keywordAuthor | tension-stiffening | - |
dc.subject.keywordAuthor | average stress-strain | - |
dc.subject.keywordAuthor | reinforced concrete | - |
dc.subject.keywordAuthor | biaxial tensile stresses | - |
dc.subject.keywordPlus | REINFORCED-CONCRETE MEMBERS | - |
dc.subject.keywordPlus | STIFFENING MODEL | - |
dc.subject.keywordPlus | SHEAR | - |
dc.subject.keywordPlus | BARS | - |
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