City Research Online

Static performance of square CFDST chord to steel SHS brace T-joints

Yang, Y., Bei, X. and Fu, F. ORCID: 0000-0002-9176-8159 (2021). Static performance of square CFDST chord to steel SHS brace T-joints. Journal of Constructional Steel Research,

Abstract

In this paper, static performance of square concrete-filled double-skin steel tube (CFDST) chord to steel square hollow section (SHS) brace T-joints are investigated through experimental and numerical studies. Twelve specimens, including 8 T-joints with square CFDST chord, 2 T-joints with square concrete-filled steel tube (CFST) chord and 2 T-joints with steel SHS chord as counterparts, were tested under continuously increasing compressive force on the brace with concentric compression load applied simultaneously to the chord. The influence of chord type, brace-to-chord width ratio (

Publication Type: Article
Additional Information: © 2021. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/
Publisher Keywords: T-joint; square hollow section (SHS); concrete-filled double-skin steel tube (CFDST); static tests; finite element simulation; bearing capacity computation
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Departments: School of Mathematics, Computer Science & Engineering > Engineering > Civil Engineering
Date Deposited: 26 Apr 2021 08:09
URI: https://openaccess.city.ac.uk/id/eprint/26033
[img] Text - Accepted Version
This document is not freely accessible due to copyright restrictions.
Available under License Creative Commons Attribution Non-commercial No Derivatives.

To request a copy, please use the button below.

Request a copy

Export

Downloads

Downloads per month over past year

View more statistics

Actions (login required)

Admin Login Admin Login