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Recent contributions on the effect of local damages on the behavior of circular steel hollow sections

Citation

Ghanbari Ghazijahani, T and Jiao, H and Holloway, D, Recent contributions on the effect of local damages on the behavior of circular steel hollow sections, Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015), 9-11 December, Brisbane, pp. 726-731. ISBN 978-1-74272-147-7 (2015) [Refereed Conference Paper]


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Abstract

Despite many papers on the structural response of thin circular sections, the effect of large imperfections largely imposed due to damage, collisions, etc. still leaves many open questions. Over the past few years however, there has been a significant body of tests on steel members with large imperfections, conducted by the authors at the University of Tasmania, with a particular focus on circular hollow sections under different loading conditions. The effect of geometrical irregularities of such structures was examined and subsequently presented in several papers. This paper incorporates these new advances into an organized summary, including key findings of the mentioned experimental data on the effect of local damages on the capacity of different structures with various geometrical features. Discussions are presented on the topic and some general recommendations made in relation to real structures in practice.

Item Details

Item Type:Refereed Conference Paper
Keywords:steel, thin shells/tubes, damage, dent imperfection
Research Division:Engineering
Research Group:Civil Engineering
Research Field:Structural Engineering
Objective Division:Construction
Objective Group:Construction Materials Performance and Processes
Objective Field:Metals (e.g. Composites, Coatings, Bonding)
Author:Ghanbari Ghazijahani, T (Mr Tohid Ghanbari Ghazijahani)
Author:Jiao, H (Dr Hui Jiao)
Author:Holloway, D (Dr Damien Holloway)
ID Code:105220
Year Published:2015
Deposited By:Engineering
Deposited On:2015-12-15
Last Modified:2016-07-20
Downloads:0

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