Testing elements of moment resisting connections for composite frames

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Authors: Anne Gardner, Helen Margaret Goldsworthy
Cited by: 1

Abstract

A moment resisting connection has been proposed for a frame consisting of circular concrete- filled steel tube columns and composite steel and concrete beams. A series of tests at the University of Melbourne monitored the behaviour of a T-stub element of the proposed connection, under cyclic tension. The T-stub element consisted of a rigid curved endplate welded to a tapered plate which formed the web of the T. The curved endplate was then bolted to a concrete-filled CHS column, using Ajax blind bolts. Four of the test specimens had Grade 400 reinforcing bars of various configurations (long, short, straight, cogged) welded to the head of the blind bolts to anchor the bolts into the concrete inside the CHS. This paper reports the results of these tests.

Fields of Study & Subjects

Engineering and Materials Science Studies Structural Analysis of Composite Materials Material Properties and Applications

Publication details

Journal / source
Advances in Structures, Volume 2
Publisher
CRC Press
Pages
765–770
Publication date
12 February 2026
Language
EN
Document type
Book chapter