Ridley-Ellis, Daniel, Owen, J S and Davies, G (2007) Torsion tests on small and large-scale RHS with circular wall cut-outs. In: 10th Intl Symp on Tubular Structures (ISTS), 18th-20th September, Madrid, Spain.
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The results of small and large-scale torsion tests on rectangular section tubes with circular wall perforations are presented and discussed. Perforations are shown to cause the torsional resistance to be re-duced by up to 60% and stiffness to be reduced by up to 40%. The perforated zone is shown to be much more flexible than the unperforated section, which results in severe deformations in this region. Small holes cause small reductions in the torsional resistance and stiffness, but in some instances result in a large reduction in the torsional ductility of the member. The experimental results are favourably compared to the predictions of finite element models, which are then used to demonstrate the importance of the boundary conditions for the asymmetrical cases, and to study in more detail the stress distributions around the openings.
|Item Type:||Conference or Workshop Item (Paper)|
|Uncontrolled Keywords:||Rectangular hollow sections; Circular holes; Torsion tests; Structural properties; Structural engineering;|
|University Divisions/Research Centres:||Faculty of Engineering, Computing and Creative Industries > School of Engineering and the Built Environment|
|Dewey Decimal Subjects:||600 Technology > 620 Engineering > 620 Engineering & allied operations|
600 Technology > 620 Engineering > 624 Civil engineering
|Library of Congress Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Depositing User:||RAE Import|
|Date Deposited:||19 Feb 2008 15:06|
|Last Modified:||12 Jan 2011 04:47|
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