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- Publisher Website: 10.1016/j.compstruc.2013.10.007
- Scopus: eid_2-s2.0-84888862004
- WOS: WOS:000329009700006
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Article: Optimization of partial interaction in bolted side-plated reinforced concrete beams
Title | Optimization of partial interaction in bolted side-plated reinforced concrete beams |
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Authors | |
Keywords | Bolted side-plated beam Curvature factor Optimization Partial interaction Reinforced concrete beam Strain factor |
Issue Date | 2014 |
Publisher | Elsevier. |
Citation | Computers and Structures, 2014, v. 131, p. 70-80 How to Cite? |
Abstract | A 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 Identifier | http://hdl.handle.net/10722/199048 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Lo, SH | en_US |
dc.contributor.author | LI, L | en_US |
dc.contributor.author | Su, KL | en_US |
dc.date.accessioned | 2014-07-22T01:00:37Z | - |
dc.date.available | 2014-07-22T01:00:37Z | - |
dc.date.issued | 2014 | en_US |
dc.identifier.citation | Computers and Structures, 2014, v. 131, p. 70-80 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/199048 | - |
dc.description.abstract | A 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.language | eng | en_US |
dc.publisher | Elsevier. | en_US |
dc.relation.ispartof | Computers and Structures | en_US |
dc.subject | Bolted side-plated beam | - |
dc.subject | Curvature factor | - |
dc.subject | Optimization | - |
dc.subject | Partial interaction | - |
dc.subject | Reinforced concrete beam | - |
dc.subject | Strain factor | - |
dc.title | Optimization of partial interaction in bolted side-plated reinforced concrete beams | en_US |
dc.type | Article | en_US |
dc.identifier.email | Lo, SH: hreclsh@hkucc.hku.hk | en_US |
dc.identifier.email | Su, KL: klsu@hkucc.hku.hk | en_US |
dc.identifier.authority | Lo, SH=rp00223 | en_US |
dc.identifier.authority | Su, KL=rp00072 | en_US |
dc.identifier.doi | 10.1016/j.compstruc.2013.10.007 | - |
dc.identifier.scopus | eid_2-s2.0-84888862004 | - |
dc.identifier.hkuros | 231895 | en_US |
dc.identifier.volume | 131 | en_US |
dc.identifier.spage | 70 | en_US |
dc.identifier.epage | 80 | en_US |
dc.identifier.isi | WOS:000329009700006 | - |
dc.publisher.place | New York | en_US |