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- Publisher Website: 10.12989/sem.2017.62.4.443
- Scopus: eid_2-s2.0-85019545282
- WOS: WOS:000405236900006
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Article: A piecewise linear transverse shear transfer model for bolted side-plated beams
Title | A piecewise linear transverse shear transfer model for bolted side-plated beams |
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Authors | |
Keywords | Bolted side-plated beam Curvature factor Piecewise linear Reinforced concrete beam Strengthening Transverse partial interaction Transverse shear transfer Transverse slip |
Issue Date | 2017 |
Publisher | Techno Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5 |
Citation | Structural Engineering and Mechanics, 2017, v. 62, p. 443-453 How to Cite? |
Abstract | The performance of bolted side-plated (BSP) beams is affected by the degree of transverse partial interaction, which is a result of the interfacial slip caused by transverse shear transfer between the bolted steel plates and the reinforced concrete beams. However, explicit formulae for the transverse shear transfer profile have yet to be derived. In this paper, a simplified piecewise linear shear transfer model was proposed based on force superposition principle and simplification of shear transfer profiles derived from a previous numerical study. The magnitude of shear transfer was determined by force equilibrium and displacement compatibility condition. A set of design formulae for BSP beams under several basic load cases was also derived. Then the model was verified by test results. A worked example was also provided to illustrate the application of the proposed design formulae. This paper sheds some light on the shear force transfer mechanism of anchor bolts in BSP beams, and offers a practical method to evaluate the influence of transverse partial interaction in strengthening design. |
Persistent Identifier | http://hdl.handle.net/10722/243041 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | LI, L | - |
dc.contributor.author | Jiang, CJ | - |
dc.contributor.author | Su, KL | - |
dc.contributor.author | Lo, SH | - |
dc.date.accessioned | 2017-08-25T02:49:08Z | - |
dc.date.available | 2017-08-25T02:49:08Z | - |
dc.date.issued | 2017 | - |
dc.identifier.citation | Structural Engineering and Mechanics, 2017, v. 62, p. 443-453 | - |
dc.identifier.uri | http://hdl.handle.net/10722/243041 | - |
dc.description.abstract | The performance of bolted side-plated (BSP) beams is affected by the degree of transverse partial interaction, which is a result of the interfacial slip caused by transverse shear transfer between the bolted steel plates and the reinforced concrete beams. However, explicit formulae for the transverse shear transfer profile have yet to be derived. In this paper, a simplified piecewise linear shear transfer model was proposed based on force superposition principle and simplification of shear transfer profiles derived from a previous numerical study. The magnitude of shear transfer was determined by force equilibrium and displacement compatibility condition. A set of design formulae for BSP beams under several basic load cases was also derived. Then the model was verified by test results. A worked example was also provided to illustrate the application of the proposed design formulae. This paper sheds some light on the shear force transfer mechanism of anchor bolts in BSP beams, and offers a practical method to evaluate the influence of transverse partial interaction in strengthening design. | - |
dc.language | eng | - |
dc.publisher | Techno Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5 | - |
dc.relation.ispartof | Structural Engineering and Mechanics | - |
dc.subject | Bolted side-plated beam | - |
dc.subject | Curvature factor | - |
dc.subject | Piecewise linear | - |
dc.subject | Reinforced concrete beam | - |
dc.subject | Strengthening | - |
dc.subject | Transverse partial interaction | - |
dc.subject | Transverse shear transfer | - |
dc.subject | Transverse slip | - |
dc.title | A piecewise linear transverse shear transfer model for bolted side-plated beams | - |
dc.type | Article | - |
dc.identifier.email | Su, KL: klsu@hkucc.hku.hk | - |
dc.identifier.email | Lo, SH: hreclsh@hkucc.hku.hk | - |
dc.identifier.authority | Su, KL=rp00072 | - |
dc.identifier.authority | Lo, SH=rp00223 | - |
dc.identifier.doi | 10.12989/sem.2017.62.4.443 | - |
dc.identifier.scopus | eid_2-s2.0-85019545282 | - |
dc.identifier.hkuros | 274154 | - |
dc.identifier.volume | 62 | - |
dc.identifier.spage | 443 | - |
dc.identifier.epage | 453 | - |
dc.identifier.isi | WOS:000405236900006 | - |
dc.publisher.place | Korea | - |