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- Publisher Website: 10.1680/stbu.2008.161.6.301
- Scopus: eid_2-s2.0-57849146132
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Article: Shear response of elliptical hollow sections
| Title | Shear response of elliptical hollow sections |
|---|---|
| Authors | |
| Keywords | Buildings, structures & design Codes of practice & standards Research & development |
| Issue Date | 2008 |
| Citation | Proceedings of the Institution of Civil Engineers: Structures and Buildings, 2008, v. 161, n. 6, p. 301-309 How to Cite? |
| Abstract | Following the introduction of hot-finished elliptical hollow sections to the construction industry, recent research has been performed to develop supporting structural design guidance. This paper focuses on shear resistance. Twenty-four shear tests were performed on hot-finished steel elliptical hollow section members. The shear tests were arranged in a three-point bending configuration with span-to-depth ratios ranging from I to 8. This enabled the study of cross-section resistance in shear and the interaction between shear and bending. Measurements were taken of cross-section geometry, local initial geometric imperfections and material properties in tension. Test results, including momentrotation histories, are presented. Additional results were generated numerically. These results have been used to verify proposed design expressions for shear resistance and resistance to combined shear and bending. Further investigations into design criteria for shear buckling are currently under way. |
| Persistent Identifier | http://hdl.handle.net/10722/348913 |
| ISSN | 2023 Impact Factor: 1.2 2023 SCImago Journal Rankings: 0.327 |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Gardner, Leroy | - |
| dc.contributor.author | Chan, Tak Ming | - |
| dc.contributor.author | Wadee, M. Ahmer | - |
| dc.date.accessioned | 2024-10-17T06:54:54Z | - |
| dc.date.available | 2024-10-17T06:54:54Z | - |
| dc.date.issued | 2008 | - |
| dc.identifier.citation | Proceedings of the Institution of Civil Engineers: Structures and Buildings, 2008, v. 161, n. 6, p. 301-309 | - |
| dc.identifier.issn | 0965-0911 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/348913 | - |
| dc.description.abstract | Following the introduction of hot-finished elliptical hollow sections to the construction industry, recent research has been performed to develop supporting structural design guidance. This paper focuses on shear resistance. Twenty-four shear tests were performed on hot-finished steel elliptical hollow section members. The shear tests were arranged in a three-point bending configuration with span-to-depth ratios ranging from I to 8. This enabled the study of cross-section resistance in shear and the interaction between shear and bending. Measurements were taken of cross-section geometry, local initial geometric imperfections and material properties in tension. Test results, including momentrotation histories, are presented. Additional results were generated numerically. These results have been used to verify proposed design expressions for shear resistance and resistance to combined shear and bending. Further investigations into design criteria for shear buckling are currently under way. | - |
| dc.language | eng | - |
| dc.relation.ispartof | Proceedings of the Institution of Civil Engineers: Structures and Buildings | - |
| dc.subject | Buildings, structures & design | - |
| dc.subject | Codes of practice & standards | - |
| dc.subject | Research & development | - |
| dc.title | Shear response of elliptical hollow sections | - |
| dc.type | Article | - |
| dc.description.nature | link_to_subscribed_fulltext | - |
| dc.identifier.doi | 10.1680/stbu.2008.161.6.301 | - |
| dc.identifier.scopus | eid_2-s2.0-57849146132 | - |
| dc.identifier.volume | 161 | - |
| dc.identifier.issue | 6 | - |
| dc.identifier.spage | 301 | - |
| dc.identifier.epage | 309 | - |