A novel indirect tensile test method to measure the biaxial tensile strength of concretes and other quasibrittle materials
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Zi, Goangseup | - |
dc.contributor.author | Oh, Hongseob | - |
dc.contributor.author | Park, Sun-Kyu | - |
dc.date.accessioned | 2021-09-09T08:00:07Z | - |
dc.date.available | 2021-09-09T08:00:07Z | - |
dc.date.created | 2021-06-10 | - |
dc.date.issued | 2008-06 | - |
dc.identifier.issn | 0008-8846 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/123498 | - |
dc.description.abstract | A novel indirect tensile test method, the biaxial flexure test (BFT) method, has been developed to measure the biaxial tensile strength of concretes. The classical modulus of rupture (MOR) test has been generalized to three dimensions. In this method, we use a circular plate as the new test specimen. This plate is supported by an annular ring. We apply an external load to this specimen through a circular edge. The centers of the specimen, the loading device and the support are identical. The biaxial tensile strength measured by this new method is about 19% greater than the uniaxial tensile strength obtained from the classical modulus of rupture test as reported by other researchers. However, at the same time, we also found that the stochastic deviation of the biaxial tensile strength is about 63% greater than the uniaxial strength. (C) 2008 Elsevier Ltd. All rights reserved. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | PERGAMON-ELSEVIER SCIENCE LTD | - |
dc.subject | COHESIVE CRACKS | - |
dc.subject | PROPAGATION | - |
dc.subject | ENRICHMENT | - |
dc.subject | FRACTURE | - |
dc.title | A novel indirect tensile test method to measure the biaxial tensile strength of concretes and other quasibrittle materials | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Zi, Goangseup | - |
dc.identifier.doi | 10.1016/j.cemconres.2008.02.002 | - |
dc.identifier.scopusid | 2-s2.0-43049162670 | - |
dc.identifier.wosid | 000256142300004 | - |
dc.identifier.bibliographicCitation | CEMENT AND CONCRETE RESEARCH, v.38, no.6, pp.751 - 756 | - |
dc.relation.isPartOf | CEMENT AND CONCRETE RESEARCH | - |
dc.citation.title | CEMENT AND CONCRETE RESEARCH | - |
dc.citation.volume | 38 | - |
dc.citation.number | 6 | - |
dc.citation.startPage | 751 | - |
dc.citation.endPage | 756 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.subject.keywordPlus | COHESIVE CRACKS | - |
dc.subject.keywordPlus | PROPAGATION | - |
dc.subject.keywordPlus | ENRICHMENT | - |
dc.subject.keywordPlus | FRACTURE | - |
dc.subject.keywordAuthor | indirect test | - |
dc.subject.keywordAuthor | tensile strength | - |
dc.subject.keywordAuthor | biaxial strength | - |
dc.subject.keywordAuthor | concrete | - |
dc.subject.keywordAuthor | quasibrittle materials | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
(02841) 서울특별시 성북구 안암로 14502-3290-1114
COPYRIGHT © 2021 Korea University. All Rights Reserved.
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.