The heat from welding reduces the strength of heat-treatable aluminium alloy connections in the vicinity of the welds. This paper describes a model for the behaviour of welded cruciform connections with a reduced-strength zone and introduces a notional critical load based on a limiting strain to predict the ultimate loads. The model shows that a large proportion of the load is transferred through the transverse fillet weld at the end of the finger as compared with the longitudinal fillet welds along the finger. It also illustrates that the characteristic dish-like necking mode of failure is due to local straining at the reduced-strength zone. A parametric study shows that the single most important factor affecting the ultimate strength of these connections is the material strength in the over-aged zone.
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May 2000
Research Article|
May 01 2000
Welded aluminium alloy connections: a simplified plastic model
Toong Khuan Chan, BEng, PhD;
Toong Khuan Chan, BEng, PhD
Assistant Professor
School of Civil and Structural Engineering, Nanyang Technological University
Singapore
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R. F. D. Porter Goff, MA, PhD
R. F. D. Porter Goff, MA, PhD
Department of Engineering, University of Cambridge
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Publisher: Emerald Publishing
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2000 Thomas Telford Ltd
2000
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2000) 140 (2): 161–168.
Citation
Chan TK, Porter Goff RFD (2000), "Welded aluminium alloy connections: a simplified plastic model". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 140 No. 2 pp. 161–168, doi: https://doi.org/10.1680/stbu.2000.140.2.161
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