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Conference Paper: Structural behaviour of ellipitcal hollow sections under combined actions
| Title | Structural behaviour of ellipitcal hollow sections under combined actions |
|---|---|
| Authors | |
| Keywords | Combined bending and axial compression Eccentric compression Elliptical hollow sections Experiments Steel structures Testing |
| Issue Date | 2009 |
| Citation | ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, 2009, p. 253-260 How to Cite? |
| Abstract | The structural behaviour of hot-rolled elliptical hollow sections (EHS) under axial load and bending alone has been investigated in previous studies. This paper examines the response of EHS under combined axial load plus bending at the cross-sectional level. A series of laboratory stub column tests with various load eccentricities have been conducted so as to investigate the interaction between bending and axial compression. The measured geometric and material properties of the test specimens, together with the full load-deformation histories have been reported. The generated structural performance data have been utilised to assess cross-section interaction expressions suitable for design. |
| Persistent Identifier | http://hdl.handle.net/10722/348979 |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Chan, T. M. | - |
| dc.contributor.author | Gardner, L. | - |
| dc.date.accessioned | 2024-10-17T06:55:24Z | - |
| dc.date.available | 2024-10-17T06:55:24Z | - |
| dc.date.issued | 2009 | - |
| dc.identifier.citation | ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, 2009, p. 253-260 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/348979 | - |
| dc.description.abstract | The structural behaviour of hot-rolled elliptical hollow sections (EHS) under axial load and bending alone has been investigated in previous studies. This paper examines the response of EHS under combined axial load plus bending at the cross-sectional level. A series of laboratory stub column tests with various load eccentricities have been conducted so as to investigate the interaction between bending and axial compression. The measured geometric and material properties of the test specimens, together with the full load-deformation histories have been reported. The generated structural performance data have been utilised to assess cross-section interaction expressions suitable for design. | - |
| dc.language | eng | - |
| dc.relation.ispartof | ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics | - |
| dc.subject | Combined bending and axial compression | - |
| dc.subject | Eccentric compression | - |
| dc.subject | Elliptical hollow sections | - |
| dc.subject | Experiments | - |
| dc.subject | Steel structures | - |
| dc.subject | Testing | - |
| dc.title | Structural behaviour of ellipitcal hollow sections under combined actions | - |
| dc.type | Conference_Paper | - |
| dc.description.nature | link_to_subscribed_fulltext | - |
| dc.identifier.scopus | eid_2-s2.0-84867867973 | - |
| dc.identifier.spage | 253 | - |
| dc.identifier.epage | 260 | - |