Plastic mechanism analysis of welded thin-walled T-joints made up of circular braces and square chords under in-plane bending
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[1] Jaap Wardenier,et al. Hollow section joints , 1982 .
[2] Noel W. Murray,et al. Introduction to the theory of thin-walled structures , 1984 .
[3] Gregory J. Hancock,et al. Plastic mechanism analysis of T-joints in RHS under concentrated force , 1991 .
[4] Jeffrey A. Packer,et al. Design guide for rectangular hollow section (RHS) joints under predominantly static loading , 1992 .
[5] X. Zhao,et al. Effects of weld profile on the fatigue life of thin-walled cruciform joint , 1998 .
[6] J. J. Cao,et al. Determination of connection strength between longitudinal plates and RHS columns , 1998 .
[7] Jeffrey A. Packer,et al. Yield line analysis of RHS connections with axial loads , 1998 .
[8] X. Zhao. Partially stiffened RHS sections under transverse bearing force , 1999 .
[9] X. Zhao. Deformation limit and ultimate strength of welded T-joints in cold-formed RHS sections , 2000 .
[10] Fidelis R Mashiri,et al. Effects of weld profile and undercut on fatigue crack propagation life of thin-walled cruciform joint , 2001 .
[11] L. Tong,et al. Ultimate strength of welded thin-walled SHS-CHS T-joints under in-plane bending , 2002 .
[12] Fidelis R Mashiri,et al. High-cycle fatigue behaviour of welded thin SHS-CHS T-joints under in-plane bending , 2002 .
[13] M. Coutie,et al. Tubular Structures V , 2004 .