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Article: Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae
Title | Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae |
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Authors | |
Keywords | Beam-column joint Parametric study Reinforced concrete slab Design method Finite element analysis |
Issue Date | 2021 |
Publisher | Elsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr |
Citation | Journal of Constructional Steel Research, 2021, v. 176, p. article no. 106425 How to Cite? |
Abstract | This paper presents a comprehensive numerical and theoretical investigation into the flexural capacities of composite joints with reinforced concrete (RC) slab. The improved 3D (three-dimensional) numerical models were established by MSC. Marc (2012) and calibrated by the experimental observations presented in the companion paper (Mou et al., 2019a [1]). Supplementary parametric studies were then undertaken to examine the effect of concrete slab, size effect (H), axial-force ratio (n), slab thickness (h(s)), concrete compressive strength (f(c)'), and the width-to-thickness ratio of column (D/t) on the flexural capacities of the composite joints. Employing the yield line mechanism theory, a calculation method incorporating the effect of the RC slab for the composite jointwas proposed. The proposed formulaewere featured with a favorable accuracy and suggested to be applied for the design of composite joints in the steel structural systems. (C) 2020 Elsevier Ltd. |
Persistent Identifier | http://hdl.handle.net/10722/294850 |
ISSN | 2023 Impact Factor: 4.0 2023 SCImago Journal Rankings: 1.261 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Mou, B | - |
dc.contributor.author | Zhao, F | - |
dc.contributor.author | Wang, F | - |
dc.contributor.author | Pan, W | - |
dc.date.accessioned | 2020-12-21T11:49:27Z | - |
dc.date.available | 2020-12-21T11:49:27Z | - |
dc.date.issued | 2021 | - |
dc.identifier.citation | Journal of Constructional Steel Research, 2021, v. 176, p. article no. 106425 | - |
dc.identifier.issn | 0143-974X | - |
dc.identifier.uri | http://hdl.handle.net/10722/294850 | - |
dc.description.abstract | This paper presents a comprehensive numerical and theoretical investigation into the flexural capacities of composite joints with reinforced concrete (RC) slab. The improved 3D (three-dimensional) numerical models were established by MSC. Marc (2012) and calibrated by the experimental observations presented in the companion paper (Mou et al., 2019a [1]). Supplementary parametric studies were then undertaken to examine the effect of concrete slab, size effect (H), axial-force ratio (n), slab thickness (h(s)), concrete compressive strength (f(c)'), and the width-to-thickness ratio of column (D/t) on the flexural capacities of the composite joints. Employing the yield line mechanism theory, a calculation method incorporating the effect of the RC slab for the composite jointwas proposed. The proposed formulaewere featured with a favorable accuracy and suggested to be applied for the design of composite joints in the steel structural systems. (C) 2020 Elsevier Ltd. | - |
dc.language | eng | - |
dc.publisher | Elsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr | - |
dc.relation.ispartof | Journal of Constructional Steel Research | - |
dc.subject | Beam-column joint | - |
dc.subject | Parametric study | - |
dc.subject | Reinforced concrete slab | - |
dc.subject | Design method | - |
dc.subject | Finite element analysis | - |
dc.title | Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae | - |
dc.type | Article | - |
dc.identifier.email | Mou, B: mouben@HKUCC-COM.hku.hk | - |
dc.identifier.email | Pan, W: wpan@hku.hk | - |
dc.identifier.authority | Pan, W=rp01621 | - |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1016/j.jcsr.2020.106425 | - |
dc.identifier.scopus | eid_2-s2.0-85095727895 | - |
dc.identifier.hkuros | 320638 | - |
dc.identifier.volume | 176 | - |
dc.identifier.spage | article no. 106425 | - |
dc.identifier.epage | article no. 106425 | - |
dc.identifier.isi | WOS:000597320500008 | - |
dc.publisher.place | United Kingdom | - |