Comparison of Static and Fatigue Behaviors between Stud and Perfobond Shear Connectors
Authors:
Open Access
- 3 December 2018
- journal article
- research article
- Published by Elsevier in KSCE Journal of Civil Engineering
- Vol. 23 (1) , 217-227
Abstract
No abstract availableKeywords
This publication has 16 references indexed in Scilit:
- Deterioration in strength of studs based on two-parameter fatigue failure criterionSteel and Composite Structures, 2017
- Shear strength of T-type Perfobond rib shear connectorsKSCE Journal of Civil Engineering, 2016
- Behaviour of Perfobond shear connectors at high temperaturesEngineering Structures, 2011
- Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangementJournal of Constructional Steel Research, 2010
- Experimental evaluation of the structural response of Perfobond shear connectorsEngineering Structures, 2010
- Longitudinal shear resistance of steel–concrete composite slabs with perfobond shear connectorsJournal of Constructional Steel Research, 2009
- Shear behaviour of perfobond rib shear connector under static and cyclic loadingsMagazine of Concrete Research, 2008
- Static and fatigue behavior of large stud shear connectors for steel–concrete composite bridgesJournal of Constructional Steel Research, 2005
- Steel-concrete interface behavior and analysis for push-outKSCE Journal of Civil Engineering, 2005
- Resistance of stud shear connectors to fatigueJournal of Constructional Steel Research, 2000