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Article: Flexural strength-ductility performance of flanged beam sections cast of high-strength concrete
Title | Flexural strength-ductility performance of flanged beam sections cast of high-strength concrete |
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Authors | |
Issue Date | 2004 |
Publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1541-7794/ |
Citation | Structural Design Of Tall And Special Buildings, 2004, v. 13 n. 1, p. 29-43 How to Cite? |
Abstract | Flanged sections are often used for long-span concrete beams to maximize their structural efficiency. However, although for the same sectional area a flanged section could render a higher flexural strength, it would also lead to a lower flexural ductility, especially when heavily reinforced. Thus, when evaluating the flexural performance of a beam section, both the flexural strength and ductility need to be considered. In this study, the post-peak flexural behaviour of flanged sections is evaluated by means of an analytical method that uses the actual stress-strain curves of the materials and takes into account strain reversal of the tension reinforcement. From the numerical results, the flexural strength-ductility performance of flanged sections is investigated by plotting the strength and ductility that could be simultaneously achieved in the form of design graphs. It is found that (1) at the same overall dimensions and with the same amount of reinforcement provided, a flanged section has lower flexural ductility than a rectangular section; (2) at the same overall dimensions, a flanged section has inferior strength-ductility performance compared to a rectangular section; and (3) at the same sectional area, a flanged section has better strength-ductility performance compared to a rectangular section. Copyright © 2004 John Wiley & Sons, Ltd. |
Persistent Identifier | http://hdl.handle.net/10722/70866 |
ISSN | 2023 Impact Factor: 1.8 2023 SCImago Journal Rankings: 0.655 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kwan, AKH | en_HK |
dc.contributor.author | Au, FTK | en_HK |
dc.date.accessioned | 2010-09-06T06:26:49Z | - |
dc.date.available | 2010-09-06T06:26:49Z | - |
dc.date.issued | 2004 | en_HK |
dc.identifier.citation | Structural Design Of Tall And Special Buildings, 2004, v. 13 n. 1, p. 29-43 | en_HK |
dc.identifier.issn | 1541-7794 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/70866 | - |
dc.description.abstract | Flanged sections are often used for long-span concrete beams to maximize their structural efficiency. However, although for the same sectional area a flanged section could render a higher flexural strength, it would also lead to a lower flexural ductility, especially when heavily reinforced. Thus, when evaluating the flexural performance of a beam section, both the flexural strength and ductility need to be considered. In this study, the post-peak flexural behaviour of flanged sections is evaluated by means of an analytical method that uses the actual stress-strain curves of the materials and takes into account strain reversal of the tension reinforcement. From the numerical results, the flexural strength-ductility performance of flanged sections is investigated by plotting the strength and ductility that could be simultaneously achieved in the form of design graphs. It is found that (1) at the same overall dimensions and with the same amount of reinforcement provided, a flanged section has lower flexural ductility than a rectangular section; (2) at the same overall dimensions, a flanged section has inferior strength-ductility performance compared to a rectangular section; and (3) at the same sectional area, a flanged section has better strength-ductility performance compared to a rectangular section. Copyright © 2004 John Wiley & Sons, Ltd. | en_HK |
dc.language | eng | en_HK |
dc.publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1541-7794/ | en_HK |
dc.relation.ispartof | Structural Design of Tall and Special Buildings | en_HK |
dc.rights | The Structural Design of Tall and Special Buildings. Copyright © John Wiley & Sons Ltd. | en_HK |
dc.title | Flexural strength-ductility performance of flanged beam sections cast of high-strength concrete | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://library.hku.hk:4550/resserv?sid=HKU:IR&issn=1541-7794&volume=13&spage=29&epage=43&date=2004&atitle=Flexural+strength-ductility+performance+of+flanged+beam+sections+cast+of+high-strength+concrete | en_HK |
dc.identifier.email | Kwan, AKH:khkwan@hkucc.hku.hk | en_HK |
dc.identifier.email | Au, FTK:francis.au@hku.hk | en_HK |
dc.identifier.authority | Kwan, AKH=rp00127 | en_HK |
dc.identifier.authority | Au, FTK=rp00083 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1002/tal.231 | en_HK |
dc.identifier.scopus | eid_2-s2.0-3342966115 | en_HK |
dc.identifier.hkuros | 94845 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-3342966115&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 13 | en_HK |
dc.identifier.issue | 1 | en_HK |
dc.identifier.spage | 29 | en_HK |
dc.identifier.epage | 43 | en_HK |
dc.identifier.isi | WOS:000222958900003 | - |
dc.publisher.place | United Kingdom | en_HK |
dc.identifier.scopusauthorid | Kwan, AKH=7101738204 | en_HK |
dc.identifier.scopusauthorid | Au, FTK=7005204072 | en_HK |
dc.identifier.issnl | 1541-7794 | - |