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In these low aspect ratio channels, shear rates in the vertical direction (γz) can be much higher than those within the plane of the device (γw).
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The results show adequate ductility of channel shear connectors in HSC.
This paper describes an experimental study on European channel shear connectors.
Channel shear connectors are used to transfer longitudinal shear forces through the steel concrete interface in composite beams.
Evaluation of National Building Code of Canada (NBC) for load capacities of channel shear connectors in HSC is also covered.
This paper investigates, experimentally and analytically, the capacity of channel shear connectors embedded in normal and polypropylene (PP) concrete.
By comparing the channel and angle shear connectors, it was concluded that angle shear connectors showed 7.5 36.4% less shear strength than channel shear connectors under monotonic loading and 23.6 49.2% under fully reversed cyclic loading.
The focus is on the shear capacity of channel shear connectors embedded in a solid reinforced concrete slab under monotonic loading.
Angle shear connectors without bottom flange compared to channel shear connectors could be cheaper and more economic by saving more steel material.
This paper presents an experimental study on the behavior of channel shear connectors embedded in a solid concrete material slab under monotonic and low-cycle fatigue loading.
Based on a model that represents the typical failure mechanism in push-out tests, a new equation was developed for the ultimate resistance of channel shear connectors.
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