In-plane elastic buckling of parabolic shallow arches

Jiho Moon, Kiyong Yoon, Hak Eun Lee

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This paper investigated the nonlinear elastic behavior of pin-ended shallow parabolic arches. The static perturbation method is used to solve the nonlinear equilibrium equation for the shallow arches. From the results, the limiting dimensionless rise which classifies the buckling mode and the load-displacement relationship of the pin-ended shallow parabolic arches are proposed. The results are compared to those of the finite element method. It is found that the proposed solution provides a good prediction of the buckling behavior of pin-ended shallow parabolic arches.

Original languageEnglish
Title of host publicationProceedings of 8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007
Pages463-468
Number of pages6
Volume2
Publication statusPublished - 2007 Dec 1
Event8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007 - Wairakei, New Zealand
Duration: 2007 Mar 132007 Mar 16

Other

Other8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007
CountryNew Zealand
CityWairakei
Period07/3/1307/3/16

ASJC Scopus subject areas

  • Engineering(all)

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  • Cite this

    Moon, J., Yoon, K., & Lee, H. E. (2007). In-plane elastic buckling of parabolic shallow arches. In Proceedings of 8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007 (Vol. 2, pp. 463-468)