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Volume 41 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(2): 83-89

Tong Genshu, Li Lanxiang. OUT-PLANE BUCKLING OF TAPERED BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 83-89. doi: 10.13204/j.gyjz201102021

Citation:

Tong Genshu, Li Lanxiang. OUT-PLANE BUCKLING OF TAPERED BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 83-89. doi: 10.13204/j.gyjz201102021

Tong Genshu, Li Lanxiang. OUT-PLANE BUCKLING OF TAPERED BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 83-89. doi: 10.13204/j.gyjz201102021

Citation:

Tong Genshu, Li Lanxiang. OUT-PLANE BUCKLING OF TAPERED BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 83-89. doi: 10.13204/j.gyjz201102021

OUT-PLANE BUCKLING OF TAPERED BEAM-COLUMNS

doi: 10.13204/j.gyjz201102021

1.
Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China

Received Date: 2010-10-20
Publish Date: 2011-02-20

Abstract

Inelastic analysis stability is carried out for tapered beams by ANSYS,considering plasticity developemnt,introducing the universal slenderness of beams in which the taper ratio and moment ratio are considered,a new formula of stability coefficient is proposed.For the out-plane buckling of tapered beam-columns,another new formula is proposed in which axial force and moment and sectional properties are taked from the larger end of tapered members,and the moment term in the formula takes a exponent that varies with slenderness and taper ratio slightly.FEM result obtained by analysis is compared with the results calculated from the proposed formula,and the result is agreeable.
- tapered member,
- beam,
- beam-column,
- flexural-torsional buckling

References

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沈阳化工大学材料科学与工程学院沈阳 110142

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