Numerical Analysis of Bolted Connectors in Prefabricated Steel-Lightweight Aggregate Concrete Composite Beams
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Bibliografische Angaben
| Autor(en): |
Wei Wang
(School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan, Hubei Province 430063, China)
Xie-dong Zhang (School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan, Hubei Province 430063, China) Zhu-bing Xie (Wuhan Road and Bridge Construction Group Co.,LTD., Wuhan, Hubei Province 430051, China) |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Veröffentlicht in: | IABSE Congress Nanjing 2022 | ||||
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| Seite(n): | 812-820 | ||||
| Anzahl der Seiten (im PDF): | 9 | ||||
| DOI: | 10.2749/nanjing.2022.0812 | ||||
| Abstrakt: |
This paper presented a three-dimensional (3D) numerical model to explore the shear behavior of bolt connections embedded in steel-lightweight aggregate concrete composite beams (SLACCBs) by utilizing the ABAQUS software. Nonlinear geometric effects and material nonlinearities were considered in the finite element (FE) modelling. The accuracy and reliability of the FE modelling were validated against the push-off tests initially. Subsequently, the basic shear properties of the bolted connection embedded in SLACCBs were studied and compared with that of the bolted connection embedded in the normal concrete (NC) slab by applying the verified FE modelling. Meanwhile, the effects of the concrete strength, concrete density, bolt diameter, and bolt tensile strength on the shear behaviour of bolt connection embedded in SLACCBs were also investigated by extensive parametric studies. |
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| Stichwörter: |
Querkrafttragfähigkeit Finite-Elemente-Modell
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| Lizenz: | Die Urheberrechte (Copyright) für dieses Werk sind rechtlich geschützt. Es darf nicht ohne die Zustimmung des Autors/der Autorin oder Rechteinhabers/-in weiter benutzt werden. |
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