Effect of bolted shear connectors on the axial load-bending moment interaction capacity of CFT columns

Volume: 29, Pages: 92 - 106
Published: Feb 1, 2021
Abstract
In Concrete-Filled Tubular (CFT) columns under the influence of compressive loading, an omnilateral confinement pressure is exerted upon the concrete core which leads to increase in the strength, stiffness, and ductility of the column. This paper investigates the influence of bolted shear connectors on the behavior of circular and square CFT columns. Also, a comparison is made between the interactional axial load-bending moment (P–M) curves...
Paper Details
Title
Effect of bolted shear connectors on the axial load-bending moment interaction capacity of CFT columns
Published Date
Feb 1, 2021
Journal
Volume
29
Pages
92 - 106
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