TL;DR: In this paper, the experimental results of partial shear connection composite beams subjected to hogging bending have been previously reported, and an extension to this work which considers the presence of a semi-rigid, partial strength connection is described.
TL;DR: In this paper, a flexural test was performed on steel-UHPC composite beams with stud connectors (SU-S) and bolt connectors(SU-B) at the interface.
TL;DR: In this paper, an extensive experimental program has been conducted to investigate the behavior of eight composite beams subjected to hogging moment and the results produced very encouraging signs for the application of partial shear connection (PSC) design within the hogging moments regions of continuous and semi-continuous composite structures.
TL;DR: In this paper, the results of a series of five tests on composite beam-to-column connections are reported, with the steelwork part of the connection used an end plate, welded to the beam and bolted to the column flange.