The Finite Element Analysis of Ultimate Bearing Capacity of Initial Bending on the T-Axis Compression Component

Abstract:

There is little research about the stability of T-stub steel axial compression component at home and abroad, and it remains to further investigation. On the basis of taking initial bending and other factors into consideration, through theoretical analysis and finite element calculation, this paper studies the T-stub steel axial compression buckling behavior and carrying capacity mainly using three different cross-section and different lengths ZC cross-sectional specimens.

• Periodical: Advanced Materials Research (Volumes 690-693)
• Pages: 1914-1918
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.690-693.1914
• Online since: May 2013
• Authors: Yang Yang Han, Cai Xia Zhang, Ya Qin Li, Si Yu Chen, Chun Shan Liu
• Keywords: Axially Loaded Column, Numerical Simulation, Stability, T-Stub Steel

References

[1] Chen Ji. Flexural torsional buckling design problems of the monosymmetrical sectional axial compression component. Structural steel,1999,14(4):49-52.in chinese.

[2] Dang Wei . The experimental and theoretical studies of overall stability capacity of cutting T-stub steel axial compression component .Xi'an University of Architecture University of Science and Technology, Vol 2007,5.in chinese.

[3] Chen Shaofan. angle iron,bending and torsion buckling of T cross-section struts .steel structures 2000,15(4):47-49.in chinese.

[4] Zhang Shengmin. structure analysis based on the finite element software ANSYS7.0. Tsinghua University Press,2003.in chinese.