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Conference Paper: Effects of material strength on flexural ductility of reinforced concrete columns

TitleEffects of material strength on flexural ductility of reinforced concrete columns
Authors
Bai, ZAu, FTK
KeywordsAxial load ratio
Concrete strength
Flexural ductility
RC columns
Steel strength
Issue Date2009
PublisherResearch Publishing Services.
Citation
The 7th International Conference on Tall Buildings (ICTB-7), Hong Kong, China, 29-30 October 2009. In Proceedings of the 7th International Conference on Tall Buildings, 2009, p. 495-502 How to Cite?
DOI: http://dx.doi.org/10.3850/9789628014194_0066
AbstractThe flexural ductility of symmetrically reinforced concrete (RC) columns cast from normal- and highstrength materials has been numerically investigated based on the full-range moment-curvature analysis. In particular, the effects of axial load ratio, concrete strength and steel strength on the flexural ductility of RC columns are evaluated. Based on the numerical results obtained, it has been found that the flexural ductility of RC columns decreases with axial load ratio, concrete strength and steel strength.
DescriptionSession - Concrete and Composite Structures (I)
Persistent Identifierhttp://hdl.handle.net/10722/127256
ISBN
978-962-8014-19-4

 

DC FieldValueLanguage
dc.contributor.authorBai, Zen_HK
dc.contributor.authorAu, FTKen_HK
dc.date.accessioned2010-10-31T13:15:02Z-
dc.date.available2010-10-31T13:15:02Z-
dc.date.issued2009en_HK
dc.identifier.citationThe 7th International Conference on Tall Buildings (ICTB-7), Hong Kong, China, 29-30 October 2009. In Proceedings of the 7th International Conference on Tall Buildings, 2009, p. 495-502en_HK
dc.identifier.isbn978-962-8014-19-4en_HK
dc.identifier.urihttp://hdl.handle.net/10722/127256-
dc.descriptionSession - Concrete and Composite Structures (I)-
dc.description.abstractThe flexural ductility of symmetrically reinforced concrete (RC) columns cast from normal- and highstrength materials has been numerically investigated based on the full-range moment-curvature analysis. In particular, the effects of axial load ratio, concrete strength and steel strength on the flexural ductility of RC columns are evaluated. Based on the numerical results obtained, it has been found that the flexural ductility of RC columns decreases with axial load ratio, concrete strength and steel strength.-
dc.languageengen_HK
dc.publisherResearch Publishing Services.en_HK
dc.relation.ispartofProceedings of the 7th International Conference on Tall Buildingsen_HK
dc.subjectAxial load ratio-
dc.subjectConcrete strength-
dc.subjectFlexural ductility-
dc.subjectRC columns-
dc.subjectSteel strength-
dc.titleEffects of material strength on flexural ductility of reinforced concrete columnsen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailBai, Z: billbai@hku.hken_HK
dc.identifier.emailAu, FTK: hrecatk@hku.hken_HK
dc.identifier.authorityAu, FTK=rp00083en_HK
dc.description.naturelink_to_OA_fulltext-
dc.identifier.doi10.3850/9789628014194_0066-
dc.identifier.hkuros175854en_HK
dc.identifier.spage495en_HK
dc.identifier.epage502en_HK
dc.publisher.placeSingapore-
dc.description.otherThe 7th International Conference on Tall Buildings (ICTB-7), Hong Kong, China, 29-30 October 2009. In Proceedings of the 7th International Conference on Tall Buildings, 2009, p. 495-502-

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