Equivalent Slenderness Ratio Method for the Stability Caculation of T-Struts
[1]XIONG Xiao-li.Equivalent Slenderness Ratio Method for the Stability Caculation of T-Struts[J].Journal of Zhengzhou University (Engineering Science),2013,34(02):84-88.[doi:10.3969/j.issn.1671-6833.2013.02.022]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
34
Number of periods:
2013 02
Page number:
84-88
Column:
Public date:
2013-03-28
- Title:
- Equivalent Slenderness Ratio Method for the Stability Caculation of T-Struts
- Keywords:
- T-strut; overall stability ; flexural-torsional buckling; equivalent slenderness ratio; nonlinear a-nalysis
- CLC:
- TU318,TU311.2
- Abstract:
- T-struts subject to centroid compression buckle flexural-torsionally about their axis of symmetry.When the foree is applied at the shear center of the section,T-struts buckle either flexurally or torsionallywithout coupling of flexure with twisting.Although the buckling load about the symmetry-axis of shear centerloading is greater than that of centroid loading，the design capacity of T-struts with defect such as fabricationerror, load eccentricity and residual stress decrease by shifting the working line of a T-section compressionchord to the shear center. This article presents the equivalent slenderness ratio method,a new method for thedesign of ’T-struts subject to compressive force,introduces another three methods including the one presentedby Chen Shaofan,the one in code and the one in ANSYS,contrasts the calculation results of those four meth-ods and recommends the implementation of equivalent slenderness ratio method in the design of T-struts subjectto compressive force.
- References:
- -
- Similar References:
Memo
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Last Update:
1900-01-01
