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Thin RHS-Channel welded cross-beams under cyclic bending

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

1 Citation (Scopus)

Abstract

Research on welded galvanized cross-beam connections has been reported previously with a focus on rectangular hollow section, RHS-RHS and RHS-Angle connections. This paper describes the fatigue tests under cyclic bending and the corresponding stress measurements that were carried out on RHS-Channel cross-beam connections. The resultant failure modes during the fatigue tests are reported. Crack growth patterns are studied in relation to the stress concentration factors (SCFs) from a sample specimen. The resultant RHS-Channel S-N data is compared to S-N data from previous research. A comparison of the S-N data with existing fatigue design curves in the Australian Standard, AS4600, gives an indication of the possible class that may be adopted for the fatigue design of RHS-Channel cross-beam connections under cyclic bending.

Original languageEnglish
Title of host publication5th International Conference on Advances in Steel Structures, ICASS 2007
Pages962-967
Number of pages6
Publication statusPublished - 2007
Externally publishedYes
Event5th International Conference on Advances in Steel Structures, ICASS 2007 - Singapore, Singapore
Duration: 5 Dec 20077 Dec 2007

Publication series

Name5th International Conference on Advances in Steel Structures, ICASS 2007
Volume3

Conference

Conference5th International Conference on Advances in Steel Structures, ICASS 2007
Country/TerritorySingapore
CitySingapore
Period5/12/077/12/07

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