Composite behaviour of headed stud shear connectors in pairs with profiled metal deck flooring

Description

No / This paper presents the experimental and numerical investigation into the behaviour of headed shear studs in composite beams with profiled metal deck flooring. A new single-sided horizontal push test arrangement is proposed to evaluate the shear capacity of the headed shear connectors in pairs with metal deck profiled sheeting. The characteristic resistance obtained from the horizontal push test is compared with Eurocode 4. A three-dimensional finite element model was developed using general purpose finite element program ABAQUS/Explicit. The shear connector capacity, load-slip behaviour and failure modes are validated against experimental results and close correlations were obtained.

Links & Downloads

1. Lam D, Qureshi J and Ye J (2010) Composite behaviour of headed stud shear connectors in pairs with profiled metal deck flooring. In: Proceedings of the 4th International Conference on Steel & Composite Structures. 4th International Conference on Steel & Composite Structures, 2009, Sydney, Australia.
2. http://hdl.handle.net/10454/5588
3. https://doi.org/10.3850/978-981-08-6218-3_key-5

Tags

Headed stud shear connectors

Profiled metal decking

Composite beams

Push test

Additional Fields

Identifer	oai:union.ndltd.org:BRADFORD/oai:bradscholars.brad.ac.uk:10454/5588
Date	January 2010
Creators	Lam, Dennis, Qureshi, J., Ye, J.
Source Sets	Bradford Scholars
Language	English
Detected Language	English
Type	Conference paper, No full-text in the repository