Imperfection sensitivity of thin-walled I-section struts susceptible to cellular buckling

A variational model that describes the nonlinear interaction between global and local buckling of an imperfect thin-walled I-section strut under pure compression is developed. An initial out-of-straightness of the entire strut and an initial local out-of-plane displacement in the flanges are introduced as a global and a local type of imperfection respectively. A system of differential and integral equilibrium equations is derived for the structural component from variational principles, an approach that was previously validated. Imperfection sensitivity studies focus on cases where the global and local critical loads are similar. Numerical results reveal that the strut exhibiting cellular buckling (or ‘snaking’) is highly sensitive to both types of imperfections. The worst forms of local imperfection are identified in terms of the initial wavelength, amplitude and degree of localization and these change with the generic imperfection size and highlight the potential dangers of unsafe predictions of actual load-carrying capacity.

[1]  M. Ahmer Wadee,et al.  Cellular buckling in I-section struts , 2013, 1304.6294.

[2]  Leroy Gardner,et al.  Cellular buckling from mode interaction in I-beams under uniform bending , 2011, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[3]  Maryam Farsi,et al.  Cellular buckling in stiffened plates , 2014, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[4]  A. van der Neut,et al.  The interaction of local buckling and column failure of thin-walled compression members , 1969 .

[5]  Maryam Farsi,et al.  Imperfection sensitivity and geometric effects in stiffened plates susceptible to cellular buckling , 2015 .

[6]  P. S. Bulson,et al.  The stability of flat plates , 1969 .

[7]  J. Thompson,et al.  Elastic Instability Phenomena , 1984 .

[8]  A. van der Neut The sensitivity of thin-walled compression members to column axis imperfection , 1972 .

[9]  Giles W Hunt,et al.  Interactive buckling in sandwich structures , 1988, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[10]  M. Ahmer Wadee,et al.  Effects of periodic and localized imperfections on struts on nonlinear foundations and compression sandwich panels , 2000 .

[11]  Gregory J. Hancock,et al.  Interaction Buckling in I-Section Columns , 1981 .

[12]  M. A. Wadee,et al.  Local–global mode interaction in stringer-stiffened plates , 2014 .

[13]  Benjamin W. Schafer,et al.  Local, Distortional, and Euler Buckling of Thin-Walled Columns , 2002 .

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

[15]  Paolo Franchin,et al.  Post-buckling analysis of corrugated panels in the presence of multiple interacting modes , 2000 .

[16]  Wing Kam Liu,et al.  Nonlinear Finite Elements for Continua and Structures , 2000 .

[17]  E. Knobloch,et al.  Homoclinic snaking: structure and stability. , 2007, Chaos.

[18]  Giles W Hunt,et al.  A general theory of elastic stability , 1973 .

[19]  M. Ahmer Wadee,et al.  Localization and mode interaction in sandwich structures , 1998, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[20]  Kim J.R. Rasmussen,et al.  Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns , 2009 .

[21]  M. Ahmer Wadee,et al.  Mode interaction in thin-walled I-section struts with semi-rigid flange-web joints , 2015 .

[22]  J. Michael T. Thompson,et al.  Quantified "Shock-Sensitivity" Above the Maxwell Load , 2014, Int. J. Bifurc. Chaos.

[23]  Niels Olhoff,et al.  Bifurcation and post-buckling analysis of bimodal optimum columns , 2008 .

[24]  Giles W Hunt,et al.  Asymptotic and Rayleigh–Ritz routes to localized buckling solutions in an elastic instability problem , 1997, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[25]  V. Gioncu,et al.  General theory of coupled instabilities , 1994 .

[26]  Viorel Ungureanu,et al.  Instability mode interaction: From Van Der Neut model to ECBL approach , 2014 .

[27]  Khosrow Ghavami,et al.  Numerical and experimental investigations on the compression behaviour of stiffened plates , 2006 .

[28]  Philippe Le Grognec,et al.  Exact analytical solutions for the local and global buckling of sandwich beam-columns under various loadings , 2013 .

[29]  G. W. Hunt,et al.  Cellular Buckling in Long Structures , 2000 .