Plastic Collapse Analysis of Slender Circular Tubes Subjected to Large Deformation Pure Bending

This paper presents a plastic mechanism analysis for thin-walled circular hollow section (CHS) tubes deforming in a multi-lobe or diamond collapse mode under large deformation pure bending. The fold formation process was such that the shell curvature flattened on the compression side transforming into a definite number of flat triangles attached to each other. The collapse proceeded progressively by folding about the base and sides of these triangular planes and over traveling hinge lines. The collapse mechanism was similar to the diamond crush mode. An existing kinematic model for an axially compressed thin-walled circular tube was modified to predict the collapse curve of a thin-walled tube under bending. Inextensional deformation and rigid plastic material behaviour were assumed in the derivation of the deformation energy. Ovalisation was observed during the test and its deformation energy was determined and found significant. An expression for the plastic collapse moment was obtained by equating the total energy absorbed in bending, rolling and ovalisation to the external work carried out during a given cycle of deformation. Comparisons of the predicted post-buckling moments and slopes of the collapse curves with those obtained from experiments carried out by the authors on cold-formed circular hollow sections show very good agreement.

[1]  Raphael H. Grzebieta,et al.  Plastic Slenderness Limits for Cold-Formed Circular Hollow Sections , 2002 .

[2]  Jin-Guang Teng,et al.  Buckling of Thin Shells: Recent Advances and Trends , 1996 .

[3]  Tomasz Wierzbicki,et al.  Indentation of tubes under combined loading , 1988 .

[4]  Stelios Kyriakides,et al.  Inelastic analysis of thin-walled tubes under cyclic bending , 1985 .

[5]  S. Krishnakumar Buckling of axially compressed cylindrical shells with local imperfections , 1988 .

[6]  Stelios Kyriakides,et al.  Inelastic Buckling of Tubes Under Cyclic Bending , 1987 .

[7]  G. Lu,et al.  Quasi-static axial compression of thin-walled circular aluminium tubes , 2001 .

[8]  Raphael H. Grzebieta,et al.  An alternative method for determining the behaviour of round stocky tubes subjected to an axial crush load , 1990 .

[9]  W. Flügge Stresses in Shells , 1960 .

[10]  Noel W. Murray,et al.  Introduction to the theory of thin-walled structures , 1984 .

[11]  Y. Ohkubo,et al.  MEAN CRUSHING STRENGTH OF CLOSED-HAT SECTION MEMBERS , 1974 .

[12]  K.R.F. Andrews,et al.  Classification of the axial collapse of cylindrical tubes under quasi-static loading , 1983 .

[13]  A. A. Singace Axial crushing analysis of tubes deforming in the multi-lobe mode , 1999 .

[14]  Bin Wang,et al.  Hardening-softening behaviour of tubular cantilever beams , 1993 .

[15]  Gregory J. Hancock,et al.  Experimental verification of the theory of plastic-moment capacity of an inclined yield line under axial force , 1992 .

[16]  Raphael H. Grzebieta,et al.  Plastic mechanism analysis of circular tubes under pure bending , 2002 .

[17]  J. E. Harding,et al.  Contribution of ring resistance in the behaviour of steel tubes subjected to a lateral impact , 2000 .

[18]  Dušan Kecman,et al.  Bending collapse of rectangular and square section tubes , 1983 .

[19]  P. Seide,et al.  On the Buckling of Circular Cylindrical Shells Under Pure Bending , 1961 .

[20]  A. A. Singace,et al.  On the Eccentricity Factor in the Progressive Crushing of Tubes , 1995 .

[21]  C. R. Calladine,et al.  Plastic buckling of tubes in pure bending , 1982 .

[22]  Tatsuzo Koga,et al.  Buckling of Circular Cylindrical Shells under Beam-Like Bending (2nd Report) Buckling Stress of Cylindrical Shells , 1998 .

[23]  Raphael H. Grzebieta,et al.  Bending tests to determine slenderness limits for cold-formed circular hollow sections , 2002 .

[24]  S. Timoshenko Theory of Elastic Stability , 1936 .

[25]  P D Soden,et al.  Inextensional collapse of thin-walled tubes under axial compression , 1977 .

[26]  G. H. Tidbury,et al.  An investigation of the collapse of thin-walled rectangular beams in biaxial bending , 1983 .

[27]  Stelios Kyriakides,et al.  Response and stability of elastoplastic circular pipes under combined bending and external pressure , 1982 .

[28]  Tomasz Wierzbicki,et al.  A simplified model of Brazier effect in plastic bending of cylindrical tubes , 1997 .

[29]  T. Wierzbicki,et al.  On the Crushing Mechanics of Thin-Walled Structures , 1983 .

[30]  Heung-Soo Kim,et al.  Numerical and analytical study on deep biaxial bending collapse of thin-walled beams , 2000 .

[31]  James H. Starnes,et al.  Collapse of Long Cylindrical Shells under Combined Bending and Pressure Loads , 1974 .

[32]  Tatsuzo Koga,et al.  Buckling of Circular Cylindrical Shells under Beam-Like Bending (1st Report) Experiment. , 1995 .

[33]  G. L. Viegelahn,et al.  Deformation Characteristics of Crashworthy Thin-Walled Steel Tubes Subjected to Bending , 1989 .

[34]  Gregory J. Hancock,et al.  A theoretical analysis of the plastic-moment capacity of an inclined yield line under axial force , 1993 .

[35]  Mcm Monique Bakker,et al.  Web crippling of cold-formed steel members , 1992 .

[36]  Athanasios G. Mamalis,et al.  On the inextensional axial collapse of thin PVC conical shells , 1986 .

[37]  Norman Jones,et al.  Dynamic axial crushing of circular tubes , 1984 .

[38]  N. W. Murray,et al.  Local buckling of thin-walled pipes being bent in the plastic range , 1992 .

[39]  J. Rhodes Buckling of Thin Plates and Thin-Plate Members — Some points of interest , 2000 .

[40]  N. W. Murray,et al.  Some basic plastic mechanisms in the local buckling of thin-walled steel structures , 1981 .