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Article: Optimization of partial interaction in bolted side-plated reinforced concrete beams

TitleOptimization of partial interaction in bolted side-plated reinforced concrete beams
Authors
Lo, SHLI, LSu, KL
KeywordsBolted side-plated beam
Curvature factor
Optimization
Partial interaction
Reinforced concrete beam
Strain factor
Issue Date2014
PublisherElsevier.
Citation
Computers and Structures, 2014, v. 131, p. 70-80 How to Cite?
DOI: http://dx.doi.org/10.1016/j.compstruc.2013.10.007
AbstractA computer simulation is conducted to evaluate the partial interaction and the performance of BSP beams, by indicating the degree of partial interaction in terms of strain and curvature factors. Results show that strengthening effects are controlled by these factors and flexural strength would be overestimated if partial interaction is not properly addressed. A parametric study has been carried out and optimized values for these factors are proposed. This study reveals the influence of partial interaction to the overall performance and the proposed value for the two factors is of great significance in simplifying the design procedure of BSP beams.
Persistent Identifierhttp://hdl.handle.net/10722/199048
ISI Accession Number ID
WOS:000329009700006

 

DC FieldValueLanguage
dc.contributor.authorLo, SHen_US
dc.contributor.authorLI, Len_US
dc.contributor.authorSu, KLen_US
dc.date.accessioned2014-07-22T01:00:37Z-
dc.date.available2014-07-22T01:00:37Z-
dc.date.issued2014en_US
dc.identifier.citationComputers and Structures, 2014, v. 131, p. 70-80en_US
dc.identifier.urihttp://hdl.handle.net/10722/199048-
dc.description.abstractA computer simulation is conducted to evaluate the partial interaction and the performance of BSP beams, by indicating the degree of partial interaction in terms of strain and curvature factors. Results show that strengthening effects are controlled by these factors and flexural strength would be overestimated if partial interaction is not properly addressed. A parametric study has been carried out and optimized values for these factors are proposed. This study reveals the influence of partial interaction to the overall performance and the proposed value for the two factors is of great significance in simplifying the design procedure of BSP beams.en_US
dc.languageengen_US
dc.publisherElsevier.en_US
dc.relation.ispartofComputers and Structuresen_US
dc.subjectBolted side-plated beam-
dc.subjectCurvature factor-
dc.subjectOptimization-
dc.subjectPartial interaction-
dc.subjectReinforced concrete beam-
dc.subjectStrain factor-
dc.titleOptimization of partial interaction in bolted side-plated reinforced concrete beamsen_US
dc.typeArticleen_US
dc.identifier.emailLo, SH: hreclsh@hkucc.hku.hken_US
dc.identifier.emailSu, KL: klsu@hkucc.hku.hken_US
dc.identifier.authorityLo, SH=rp00223en_US
dc.identifier.authoritySu, KL=rp00072en_US
dc.identifier.doi10.1016/j.compstruc.2013.10.007-
dc.identifier.scopuseid_2-s2.0-84888862004-
dc.identifier.hkuros231895en_US
dc.identifier.volume131en_US
dc.identifier.spage70en_US
dc.identifier.epage80en_US
dc.identifier.isiWOS:000329009700006-
dc.publisher.placeNew Yorken_US

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