DISTORTIONAL BUCKLING PERFORMANCE STUDY ON FLEXURAL MEMBERS WITH UPRIGHT AND INCLINED EDGE STIFFENERS

Wang Haiming; Zhang Yaochun

doi:10.13204/j.gyjz200806027

Volume 38 Issue 6

Dec. 2014

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Wang Haiming, Zhang Yaochun. DISTORTIONAL BUCKLING PERFORMANCE STUDY ON FLEXURAL MEMBERS WITH UPRIGHT AND INCLINED EDGE STIFFENERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 106-109. doi: 10.13204/j.gyjz200806027

Citation:

Wang Haiming, Zhang Yaochun. DISTORTIONAL BUCKLING PERFORMANCE STUDY ON FLEXURAL MEMBERS WITH UPRIGHT AND INCLINED EDGE STIFFENERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 106-109. doi: 10.13204/j.gyjz200806027

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DISTORTIONAL BUCKLING PERFORMANCE STUDY ON FLEXURAL MEMBERS WITH UPRIGHT AND INCLINED EDGE STIFFENERS

doi: 10.13204/j.gyjz200806027

1.
School of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2008-01-20
Publish Date: 2008-06-20

Abstract

Abstract

The distortional buckling performance of cold-formed C and Z section flexural members with upright and inclined edge stiffeners has been studied by finite element program of ANSYS.The results show that most of the bending strength of members with upright edge stiffeners is slightly higher than that of members with inclined edge stiffeners.And the bending strength of C and Z section members almost the same when the section parameters are the same.Comparison of the computed results with the results of direct strength method shows that most of the computed results are higher than that of direct strength method.
- flexural members,
- distortional buckling,
- bending strength,
- direct strength method

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References(11)

References

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