Inelastic experiments on angle and tee struts

Kitipornchai S. and Lee H.W. (1986) Inelastic experiments on angle and tee struts. Journal of Constructional Steel Research, 6 3: 219-236. doi:10.1016/0143-974X(86)90035-0


Author Kitipornchai S.
Lee H.W.
Title Inelastic experiments on angle and tee struts
Journal name Journal of Constructional Steel Research   Check publisher's open access policy
ISSN 0143-974X
Publication date 1986-01-01
Sub-type Article (original research)
DOI 10.1016/0143-974X(86)90035-0
Volume 6
Issue 3
Start page 219
End page 236
Total pages 18
Subject 2205 Civil and Structural Engineering
2500 Materials Science
Abstract An experimental investigation into the inelastic buckling of axially loaded pin-ended single angle, tee, and double angle struts is described. A total of 54 struts with modified slenderness ranging from 0·33 to 1·08 were tested. Specially designed supports allowed the end cross-sections to rotate about the major and minor axes, but prevented twisting about the longitudinal axis. All struts failed in the inelastic range by excessive bending and twisting. The experimental results are compared with theoretical predictions and with other test results. It is shown that the relevant design rules in the current Australian Standard AS 1250-1981 and the AISC Specification are satisfactory for single and double angle struts, but are slightly unconservative for tee struts. Experimental results are compared with the SSRC multiple column curves. It is recommended that Curve 2 be adopted for single and double angle struts and Curve 3 for tee struts.
Q-Index Code C1
Q-Index Status Provisional Code
Institutional Status Unknown

Document type: Journal Article
Sub-type: Article (original research)
Collection: Scopus Import - Archived
 
Versions
Version Filter Type
Citation counts: Scopus Citation Count Cited 25 times in Scopus Article | Citations
Google Scholar Search Google Scholar
Created: Tue, 23 Aug 2016, 11:11:38 EST by System User