On the mechanics of distortion in thin-walled open sections

Abstract This paper addresses the distortional kinematics and mechanics of thin-walled sections and provides clear definitions of cross-section properties that characterise the distortional deformation, as it is usually done for conventional modes (axial, bending and torsion). In particular, a procedure to build the distortional displacement field of a given thin-walled section is described. The first part of the paper describes the essentials of distortion in comparison with the conventional modes of classical beam theories. It is shown that primary warping is the key factor that controls the distortion of thin-walled sections. Then, an analytical procedure to determine the distortional warping displacement distribution of a given cross-section is described, on the basis of orthogonality conditions existing between the distortional and conventional modes. Next, an overview of the kinematical assumptions underlying the distortional deformation is presented and a simple procedure to build distortional displacement fields of thin-walled sections is provided. This procedure is then applied to obtain the distortional displacement field of C-sections and general expressions of distortional cross-section properties are given. Finally, a simple example is presented to illustrate how the distortional displacement field of a C-section is built, on the basis of simple kinematics principles. The distortional critical stress and half wavelength are determined and good agreement with exact numerical estimates is found.

[1]  Benjamin W. Schafer,et al.  Buckling mode decomposition of single-branched open cross-section members via finite strip method: Application and examples , 2006 .

[2]  Jin-Guang Teng,et al.  Distortional buckling of channel beam-columns , 2003 .

[3]  Gregory J. Hancock,et al.  Buckling of thin flat-walled structures by a spline finite strip method , 1986 .

[4]  Gregory J. Hancock Design for distortional buckling of flexural members , 1997 .

[5]  Dinar Camotim,et al.  Distortional buckling formulae for cold-formed steel C- and Z-section members: Part II—Validation and application , 2004 .

[6]  J. Loughlan Mode interaction in lipped channel columns under concentric or eccentric loading , 1979 .

[7]  Elbridge Z. Stowell,et al.  Restraint Provided a Flat Rectangular Plate by a Sturdy Stiffener Along an Edge of the Plate, Special Report , 1941 .

[8]  M. L. Sharp Longitudinal Stiffeners for Compression Members , 1966 .

[9]  Murat Pala A new formulation for distortional buckling stress in cold-formed steel members , 2006 .

[10]  T. P. Desmond,et al.  Edge Stiffeners for Thin-Walled Members , 1981 .

[11]  Gregory J. Hancock,et al.  Distortional Buckling Formulas for Channel Columns , 1987 .

[12]  Dinar Camotim,et al.  Distortional buckling formulae for cold-formed steel rack-section members , 2004 .

[13]  Dinar Camotim,et al.  GBT formulation to analyse the buckling behaviour of thin-walled members with arbitrarily ‘branched’ open cross-sections , 2006 .

[14]  Gregory J. Hancock,et al.  Computer analysis of thin-walled structural members , 1995 .

[15]  J. M Davies,et al.  Design for distortional buckling , 1998 .

[16]  R. Schardt Verallgemeinerte Technische Biegetheorie , 1989 .

[17]  Benjamin W. Schafer,et al.  Buckling mode decomposition of single-branched open cross-section members via finite strip method : Derivation , 2006 .

[18]  Masao Mizuno,et al.  Distortion of Thin-Walled Open-Cross-Section Members : One-Degree-of-Freedom and Singly Symmetrical Cross-Sections , 1978 .

[19]  Christian J. Van Der Maas Charts for the Calculation of the Critical Compressive Stress for Local Instability of Columns with Hat Sections , 1954 .

[20]  Dinar Camotim,et al.  Distortional buckling formulae for cold-formed steel C and Z-section members: Part I—derivation , 2004 .

[21]  Benjamin W. Schafer,et al.  A full modal decomposition of thin-walled, single-branched open cross-section members via the constrained finite strip method , 2008 .