Abstract: External post-tensioning (PT) by means of high‐strength steel cables can be used to effectively increase the ultimate capacity of steel–concrete composite beams. Limited research exists on the fatigue behavior of such ...

Abstract: Current shear stud fatigue capacity recommended for design of shear connectors is based on experimental data from push-out tests, and there is a need to experimentally evaluate the fatigue performance of shear connectors ...

Abstract: Current shear stud fatigue capacity recommended for design of shear connectors is based on experimental data from push-out tests, and there is a need to experimentally evaluate the fatigue performance of shear connectors ...