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Cyclic Performances of Shear Connectors
Natural cyclic loads such as strong winds and earthquakes can cause changes in bending moment signs in composite structural elements. Consequently, the connectors will be subjected to alternate shear forces. For this reason, the cyclic behavior of shear connectors is particularly important in these loading conditions. The research described in this paper refers to a set of 10 experimental tests on five different types of connectors (angle profiles, φ16mm and φ22mm shear connectors, perfobond connectors and reinforcement hooks), subjected to cyclic and monotonic loading, through push-out and respectively push-pull tests. The experimental results are discussed in terms of resistance, ductility and stiffness, and compared to analytical formulae used for strength determination.
Cyclic Performances of Shear Connectors
Natural cyclic loads such as strong winds and earthquakes can cause changes in bending moment signs in composite structural elements. Consequently, the connectors will be subjected to alternate shear forces. For this reason, the cyclic behavior of shear connectors is particularly important in these loading conditions. The research described in this paper refers to a set of 10 experimental tests on five different types of connectors (angle profiles, φ16mm and φ22mm shear connectors, perfobond connectors and reinforcement hooks), subjected to cyclic and monotonic loading, through push-out and respectively push-pull tests. The experimental results are discussed in terms of resistance, ductility and stiffness, and compared to analytical formulae used for strength determination.
Cyclic Performances of Shear Connectors
Ciutina, Adrian Liviu (author) / stratan, Aurel (author)
International Conference on Composite Construction in Steel and Concrete 2008 ; 2008 ; Devil's Thumb Ranch, Tabernash, Colorado, United States
2011-02-25
Conference paper
Electronic Resource
English
Cyclic Performances of Shear Connectors
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