Finite Element Analysis of Stability Bearing Capacity in Moment Plane of Castellated Steel Components

Abstract:

Recently, polygon hole castellated steel beams have been studied and applied which had better social and economic benefits. But it brings more difficulties to extend castellated steel components that less studies of castellated bending members. In this essay, ANSYS that is a kind of finite element software had been used to analyze castellated bending members, and characteristics of stability bearing capacity in moment plane of regular hexagon hole castellated steel components had been studied that can provide references to engineering design.

• Periodical: Advanced Materials Research (Volumes 1065-1069)
• Pages: 1191-1194
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1191
• Online since: December 2014
• Authors: Zhen Yu Liang, Lin Geng
• Keywords: Castellated Bending Member, Finite Element, Stability Bearing Capacity

References

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DOI: 10.1016/0143-974x(84)90004-x