Failure loads of stainless steel stub columns subject to varying bending and axial loading

Martin Macdonald, James Rhodes, J. Loughlan (Editor)

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Examines the behaviour of cold-formed stainless steel stub columns where the material follows a Ramberg-Osgood stress-strain law. The stub column length is varied to examine the effects on the failure capacity when the stub columns are subjected to varying magnitudes of combined bending and axial compression loading. The paper follows the work reported by the same authors in 2003 [Macdonald, M, Rhodes J. and Kotelko M. Behaviour of stainless steel columns under combined bending and axial compression loading.
Original languageEnglish
Title of host publicationProceedings of the 4th International Conference on Thin-Walled Structures(ICTWS 04)
Pages581-594
Number of pages13
Publication statusPublished - 2004

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Axial compression
Stainless steel

Keywords

  • steel
  • thin walled structures
  • materials processing
  • stainless steel
  • metal fatigue

Cite this

Macdonald, M., Rhodes, J., & Loughlan, J. (Ed.) (2004). Failure loads of stainless steel stub columns subject to varying bending and axial loading. In Proceedings of the 4th International Conference on Thin-Walled Structures(ICTWS 04) (pp. 581-594)
Macdonald, Martin ; Rhodes, James ; Loughlan, J. (Editor). / Failure loads of stainless steel stub columns subject to varying bending and axial loading. Proceedings of the 4th International Conference on Thin-Walled Structures(ICTWS 04). 2004. pp. 581-594
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Macdonald, M, Rhodes, J & Loughlan, J (ed.) 2004, Failure loads of stainless steel stub columns subject to varying bending and axial loading. in Proceedings of the 4th International Conference on Thin-Walled Structures(ICTWS 04). pp. 581-594.

Failure loads of stainless steel stub columns subject to varying bending and axial loading. / Macdonald, Martin; Rhodes, James; Loughlan, J. (Editor).

Proceedings of the 4th International Conference on Thin-Walled Structures(ICTWS 04). 2004. p. 581-594.

Research output: Chapter in Book/Report/Conference proceedingChapter

TY - CHAP

T1 - Failure loads of stainless steel stub columns subject to varying bending and axial loading

AU - Macdonald, Martin

AU - Rhodes, James

A2 - Loughlan, J.

PY - 2004

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N2 - Examines the behaviour of cold-formed stainless steel stub columns where the material follows a Ramberg-Osgood stress-strain law. The stub column length is varied to examine the effects on the failure capacity when the stub columns are subjected to varying magnitudes of combined bending and axial compression loading. The paper follows the work reported by the same authors in 2003 [Macdonald, M, Rhodes J. and Kotelko M. Behaviour of stainless steel columns under combined bending and axial compression loading.

AB - Examines the behaviour of cold-formed stainless steel stub columns where the material follows a Ramberg-Osgood stress-strain law. The stub column length is varied to examine the effects on the failure capacity when the stub columns are subjected to varying magnitudes of combined bending and axial compression loading. The paper follows the work reported by the same authors in 2003 [Macdonald, M, Rhodes J. and Kotelko M. Behaviour of stainless steel columns under combined bending and axial compression loading.

KW - steel

KW - thin walled structures

KW - materials processing

KW - stainless steel

KW - metal fatigue

UR - http://www.crcpress.com/

M3 - Chapter

SN - 9780750310062

SP - 581

EP - 594

BT - Proceedings of the 4th International Conference on Thin-Walled Structures(ICTWS 04)

ER -

Macdonald M, Rhodes J, Loughlan J, (ed.). Failure loads of stainless steel stub columns subject to varying bending and axial loading. In Proceedings of the 4th International Conference on Thin-Walled Structures(ICTWS 04). 2004. p. 581-594