Reactive powder concretes are a set of ultrahigh-strength concrete reinforced with fibers. Their compressive strength is greater than 100 MPa. For assuring connection of steel beams and a concrete slab, steel stud connectors are used. The investigation of that kind of shear connection efficiency, in the case of this higher strength concrete deck using standard push-out test specimens has been executed. The experimental results are presented in the paper.
BujňákJ., FurtakK. Connection slip in composite elements under quasi-long-term actions, Pollack Periodica, Vol. 9, No. 2, 2014, pp. 29‒34.