City Research Online

Abstract

This paper presents an experimental investigation on the behavior of steel stud connectors in steel composite joints with precast hollowcore slabs in resisting the static bending moment. An experimental program including 5 flexural tests was carried out, and the failure modes of the studs, as well as the shear capacity of stud connectors are investigated. Their contribution to the overall joint moment capacity were studied in depth. The pertinent design recommendation in shear stud design for enhance the moment capacity of the composite joints are also proposed. The testing results and design recommendations presented in this paper can provide basic for future design of composite joints using shear stud connectors with precast slabs.

Publication Type:	Article
Additional Information:	This is the peer reviewed version of the following article: Fu, F. (2020). Experimental study on behaviour of shear connectors in moment resistance of steel composite joints. ce/papers, which has been published in final form at https://doi.org/10.1002/cepa.1199. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions.
Publisher Keywords:	Composite joints; Steel structures; longitudinal shear; Moment-rotation behaviour; Shear studs
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Departments:	School of Science & Technology > Engineering
SWORD Depositor:	Symplectic Administrator

Export

Downloads