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Article: Crack width analysis of reinforced concrete members under flexure by finite element method and crack queuing algorithm

TitleCrack width analysis of reinforced concrete members under flexure by finite element method and crack queuing algorithm
Authors
Kwan, AKHMA, F
KeywordsCrack queuing algorithm
Crack width
Finite element analysis
Issue Date2015
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstruct
Citation
Engineering Structures, 2015, v. 105, p. 209-219 How to Cite?
DOI: http://dx.doi.org/10.1016/j.engstruct.2015.10.012
Persistent Identifierhttp://hdl.handle.net/10722/234538
ISSN
0141-0296
2023 Impact Factor: 5.6
2023 SCImago Journal Rankings: 1.661
ISI Accession Number ID
WOS:000365050000017

 

DC FieldValueLanguage
dc.contributor.authorKwan, AKH-
dc.contributor.authorMA, F-
dc.date.accessioned2016-10-14T13:47:31Z-
dc.date.available2016-10-14T13:47:31Z-
dc.date.issued2015-
dc.identifier.citationEngineering Structures, 2015, v. 105, p. 209-219-
dc.identifier.issn0141-0296-
dc.identifier.urihttp://hdl.handle.net/10722/234538-
dc.languageeng-
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstruct-
dc.relation.ispartofEngineering Structures-
dc.rightsPosting accepted manuscript (postprint): © <year>. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/-
dc.subjectCrack queuing algorithm-
dc.subjectCrack width-
dc.subjectFinite element analysis-
dc.titleCrack width analysis of reinforced concrete members under flexure by finite element method and crack queuing algorithm-
dc.typeArticle-
dc.identifier.emailKwan, AKH: khkwan@hkucc.hku.hk-
dc.identifier.authorityKwan, AKH=rp00127-
dc.identifier.doi10.1016/j.engstruct.2015.10.012-
dc.identifier.scopuseid_2-s2.0-84945131546-
dc.identifier.hkuros269624-
dc.identifier.volume105-
dc.identifier.spage209-
dc.identifier.epage219-
dc.identifier.isiWOS:000365050000017-
dc.publisher.placeUnited Kingdom-
dc.identifier.issnl0141-0296-

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