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Conference Paper: Tests of Cold-Formed Steel Lipped Channel Columns Undergoing Local-Distortional-Global Interaction
| Title | Tests of Cold-Formed Steel Lipped Channel Columns Undergoing Local-Distortional-Global Interaction |
|---|---|
| Authors | |
| Issue Date | 2013 |
| Publisher | CRC Press/Taylor & Francis Group. |
| Citation | Research and Applications in Structural Engineering, Mechanics and Computation: Proceedings of the 5th International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa, 2-4 September 2013, p. 1071-1076 How to Cite? |
| Abstract | ABSTRACT: The paper presents a test program on cold-formed steel lipped channel columns with geometries
(cross-section dimensions and lengths) selected to ensure that they undergo interaction between local, distortional
and global (flexural-torsional) buckling modes. The columns were compressed between fixed-ended conditions.
The column ultimate loads, failure modes and load-axial shortening equilibrium path are reported.The test results
obtained from this study provide clear experimental evidence of column interactive failures involving local,
distortional and flexural-torsional deformations. Moreover, these test results also provide useful information
for development of design rules aimed at predicting the ultimate strength of columns experiencing the triple
interaction under consideration. |
| Persistent Identifier | http://hdl.handle.net/10722/201457 |
| ISBN |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Young, B | en_US |
| dc.contributor.author | Camotim, D | en_US |
| dc.contributor.author | Dinis, PB | en_US |
| dc.date.accessioned | 2014-08-21T07:27:47Z | - |
| dc.date.available | 2014-08-21T07:27:47Z | - |
| dc.date.issued | 2013 | en_US |
| dc.identifier.citation | Research and Applications in Structural Engineering, Mechanics and Computation: Proceedings of the 5th International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa, 2-4 September 2013, p. 1071-1076 | en_US |
| dc.identifier.isbn | 9781138000612 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/201457 | - |
| dc.description.abstract | ABSTRACT: The paper presents a test program on cold-formed steel lipped channel columns with geometries (cross-section dimensions and lengths) selected to ensure that they undergo interaction between local, distortional and global (flexural-torsional) buckling modes. The columns were compressed between fixed-ended conditions. The column ultimate loads, failure modes and load-axial shortening equilibrium path are reported.The test results obtained from this study provide clear experimental evidence of column interactive failures involving local, distortional and flexural-torsional deformations. Moreover, these test results also provide useful information for development of design rules aimed at predicting the ultimate strength of columns experiencing the triple interaction under consideration. | - |
| dc.language | eng | en_US |
| dc.publisher | CRC Press/Taylor & Francis Group. | - |
| dc.relation.ispartof | International Conference on Structural Engineering, Mechanics and Computation | en_US |
| dc.title | Tests of Cold-Formed Steel Lipped Channel Columns Undergoing Local-Distortional-Global Interaction | en_US |
| dc.type | Conference_Paper | en_US |
| dc.identifier.email | Young, B: young@hku.hk | en_US |
| dc.identifier.authority | Young, B=rp00208 | en_US |
| dc.identifier.hkuros | 233379 | en_US |
| dc.identifier.spage | 1071 | en_US |
| dc.identifier.epage | 1076 | en_US |
| dc.publisher.place | Boca Raton | - |