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Title: Analysis of Bearing Capacity for Castellated Steel Columns under Axial Compression
Source: International Conference on Engineering and Business Management 2012(Part 5 Innovative Technology) (pp 3640-3643)
Author(s): Xiaowen Yuan, Shijiazhuang Institute of Railway Tehnology, Shijiazhuang, China, 050041
Zhitong Li, Shijiazhuang Institute of Railway Tehnology, Shijiazhuang, China, 050041
Fen Liu, Hebei University of Science and Tehnology, Shijiazhuang, China, 050041
Abstract: Finite-element analysis was used by ANSYS in this paper, and finite element models are established. These models include circular hole and hexagonal hole castellated columns with expansion ratio being 1.4, solid-web steel members without expansion. And then, buckling analysis for the models under axial compression is carried out. So the bearing capacity for compressive members are obtained and analyzed.
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