Kim, S.-H.; Kim, K.-S.; Lee, D.-H.; Park, J.-S.; Han, O. Analysis of the Shear Behavior of Stubby Y-Type Perfobond Rib Shear Connectors for a Composite Frame Structure. Materials2017, 10, 1340.
Kim, S.-H.; Kim, K.-S.; Lee, D.-H.; Park, J.-S.; Han, O. Analysis of the Shear Behavior of Stubby Y-Type Perfobond Rib Shear Connectors for a Composite Frame Structure. Materials 2017, 10, 1340.
Kim, S.-H.; Kim, K.-S.; Lee, D.-H.; Park, J.-S.; Han, O. Analysis of the Shear Behavior of Stubby Y-Type Perfobond Rib Shear Connectors for a Composite Frame Structure. Materials2017, 10, 1340.
Kim, S.-H.; Kim, K.-S.; Lee, D.-H.; Park, J.-S.; Han, O. Analysis of the Shear Behavior of Stubby Y-Type Perfobond Rib Shear Connectors for a Composite Frame Structure. Materials 2017, 10, 1340.
Abstract
Shear connectors are used in steel beam–concrete slabs of composite frame and bridge structures to transfer shear force according to design loads. The existing Y-type perfobond rib shear connectors are designed for girder slabs of composite bridges. Therefore, the rib and transverse rebars of the conventional Y-type perfobond rib shear connectors are extremely large for the composite frames of building structures. We performed push-out tests of stubby Y-type perfobond rib shear connectors for composite frames. These shear connectors have relatively small ribs than conventional Y-type perfobond rib shear connectors. To confirm the shear resistance of these stubby shear connectors, we performed an experiment by using transverse rebars D13 and D16. The results indicate that these shear connectors have suitable shear strength and ductility for application in composite frame structures. The shear strengths obtained using D13 and D16 were not significantly different. However, the ductility of the shear connectors with D16 was 45.1% higher than that of the shear connectors with D13.
Copyright:
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