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

TitleCrack width analysis of reinforced concrete under direct tension by finite element method and crack queuing algorithm
Authors
Kwan, AKHMA, F
KeywordsCrack queuing algorithm
Crack width
Finite element analysis
Issue Date2016
Citation
Engineering Structures, 2016, v. 126, p. 618-627 How to Cite?
DOI: http://dx.doi.org/10.1016/j.engstruct.2016.08.027
Persistent Identifierhttp://hdl.handle.net/10722/250191
ISI Accession Number ID
WOS:000384861500047

 

DC FieldValueLanguage
dc.contributor.authorKwan, AKH-
dc.contributor.authorMA, F-
dc.date.accessioned2017-12-20T09:22:04Z-
dc.date.available2017-12-20T09:22:04Z-
dc.date.issued2016-
dc.identifier.citationEngineering Structures, 2016, v. 126, p. 618-627-
dc.identifier.urihttp://hdl.handle.net/10722/250191-
dc.languageeng-
dc.relation.ispartofEngineering Structures-
dc.subjectCrack queuing algorithm-
dc.subjectCrack width-
dc.subjectFinite element analysis-
dc.titleCrack width analysis of reinforced concrete under direct tension 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.2016.08.027-
dc.identifier.scopuseid_2-s2.0-84983541164-
dc.identifier.hkuros283543-
dc.identifier.volume126-
dc.identifier.spage618-
dc.identifier.epage627-
dc.identifier.isiWOS:000384861500047-

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