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Conference Paper: Numerical Study of Aluminium Alloy Continuous Beams

TitleNumerical Study of Aluminium Alloy Continuous Beams
Authors
Issue Date2014
Citation
The 12th International Conference on Steel, Space and Composite Structures (SS14), Prague, Czech Republic, 28‐30 May 2014. In the Proceedings of the 12th International Conference on Steel, Space and Composite Structures, 2014, p. 351-360 How to Cite?
AbstractThe aims of this study are to investigate the behaviour of aluminium alloy continuous beams using finite element (FE) analysis and to underpin the development of revised design methods for indeterminate structures. FE analyses of two-span continuous beams (i.e. five-point bending) of square and rectangular hollow sections (SHS and RHS) are presented. The FE model was developed using ABAQUS 6.10-1, and the ultimate loads were determined when either a plastic collapse mechanism was formed or the material fracture strain was reached on the tension flange. Upon validation of the model against available experimental results, an extensive parametric study was performed to assess the effect of key parameters such as the cross-section aspect ratio, cross-section slenderness and the moment gradient on the strength, strain hardening behaviour and moment redistribution characteristics of aluminium alloy continuous beams. A total of 40 numerical results were generated and reported in this paper. The simulated ultimate loads were found to be beyond the theoretical loads that cause the first hinge to form, as well as the theoretical loads that cause the collapse mechanism to occur. A key characteristic of aluminium alloy, namely strain hardening, receives particular attention in the numerical investigation. In addition, the numerical results were also compared to design predictions from the American, Australian/New Zealand and European design standards and the continuous strength method for indeterminate structures. The design strengths predicted by the three specifications are found to be rather conservative, while the predications of the continuous strength method are more precise and consistent. The results reveal that strain hardening at the cross-sectional level and moment redistribution at the global system level have significant influence on the performance of stocky (plastic and compact sections) aluminium alloy structures, and should therefore be accounted for in efficient design.
DescriptionThe article can be viewed at http://steel.fsv.cvut.cz/SS14/SS14_Proceedings.pdf
Persistent Identifierhttp://hdl.handle.net/10722/201465
ISBN

 

DC FieldValueLanguage
dc.contributor.authorSu, Men_US
dc.contributor.authorYoung, Ben_US
dc.contributor.authorGardner, Len_US
dc.date.accessioned2014-08-21T07:27:52Z-
dc.date.available2014-08-21T07:27:52Z-
dc.date.issued2014en_US
dc.identifier.citationThe 12th International Conference on Steel, Space and Composite Structures (SS14), Prague, Czech Republic, 28‐30 May 2014. In the Proceedings of the 12th International Conference on Steel, Space and Composite Structures, 2014, p. 351-360en_US
dc.identifier.isbn9789810900779-
dc.identifier.urihttp://hdl.handle.net/10722/201465-
dc.descriptionThe article can be viewed at http://steel.fsv.cvut.cz/SS14/SS14_Proceedings.pdf-
dc.description.abstractThe aims of this study are to investigate the behaviour of aluminium alloy continuous beams using finite element (FE) analysis and to underpin the development of revised design methods for indeterminate structures. FE analyses of two-span continuous beams (i.e. five-point bending) of square and rectangular hollow sections (SHS and RHS) are presented. The FE model was developed using ABAQUS 6.10-1, and the ultimate loads were determined when either a plastic collapse mechanism was formed or the material fracture strain was reached on the tension flange. Upon validation of the model against available experimental results, an extensive parametric study was performed to assess the effect of key parameters such as the cross-section aspect ratio, cross-section slenderness and the moment gradient on the strength, strain hardening behaviour and moment redistribution characteristics of aluminium alloy continuous beams. A total of 40 numerical results were generated and reported in this paper. The simulated ultimate loads were found to be beyond the theoretical loads that cause the first hinge to form, as well as the theoretical loads that cause the collapse mechanism to occur. A key characteristic of aluminium alloy, namely strain hardening, receives particular attention in the numerical investigation. In addition, the numerical results were also compared to design predictions from the American, Australian/New Zealand and European design standards and the continuous strength method for indeterminate structures. The design strengths predicted by the three specifications are found to be rather conservative, while the predications of the continuous strength method are more precise and consistent. The results reveal that strain hardening at the cross-sectional level and moment redistribution at the global system level have significant influence on the performance of stocky (plastic and compact sections) aluminium alloy structures, and should therefore be accounted for in efficient design.-
dc.languageengen_US
dc.relation.ispartofInternational Conference on Steel, Space and Composite Structuresen_US
dc.titleNumerical Study of Aluminium Alloy Continuous Beamsen_US
dc.typeConference_Paperen_US
dc.identifier.emailYoung, B: young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.identifier.hkuros233388en_US
dc.identifier.spage351en_US
dc.identifier.epage360en_US

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