Related Experiment Video
Updated: Mar 20, 2026

Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels
Published on: October 19, 2022
Stiffening of short small-size circular composite steel-concrete columns with shear connectors
Sherif M Younes1, Hazem M Ramadan1, Sherif A Mourad1
1Structural Engineering Department, Faculty of Engineering, Cairo University, Egypt.
Abstract:
An experimental program was conducted to investigate the effect of shear connectors' distribution and method of load application on load-displacement relationship and behavior of thin-walled short concrete-filled steel tube (CFT) columns when subjected to axial load. The study focused on the compressive strength of the CFT columns and the efficiency of the shear stud in distribution of the load between the concrete core and steel tube. The study showed that the use of shear connectors enhanced slightly the axial capacity of CFT columns. It is also shown that shear connectors have a great effect on load distribution between the concrete and steel tubes.
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