A new robust design for imperfection sensitive stiffened cylinders used in aerospace engineering

A knock-down factor is commonly used to take into account the obvious decline of the buckling load in a cylindrical shell caused by the inevitable imperfections. In 1968, NASA guideline SP-8007 gave knock-down factors which rely on a lower-bound curve taken from experimental data. Recent research has indicated that the NASA knock-down factors are inclined to produce very conservative estimations for the buckling load of imperfect shells, due to the limitations of the computational power and the experimental skills available five decades ago. A novel knock-down factor is proposed composed of two parts for the metallic stiffened cylinders. A deterministic study is applied to achieve the first part of the knock-down factor considering the measured geometric imperfection, the other types of imperfections are considered in the second part using a stochastic analysis. A smeared model is used to achieve the implementation of the measured geometric imperfection for the stiffened cylinder. This new robust and less conservative design for the stiffened cylinders is validated by using test results.

[1]  Dongxing Zhang,et al.  Synergistic effect of cyclic mechanical loading and moisture absorption on the bending fatigue performance of carbon/epoxy composites , 2013, Journal of Materials Science.

[2]  Richard Degenhardt,et al.  Exploring the constancy of the global buckling load after a critical geometric imperfection level in thin-walled cylindrical shells for less conservative knock-down factors , 2013 .

[3]  GuoPing Chu,et al.  Postbuckling behavior of 3D braided rectangular plates subjected to uniaxial compression and transverse loads in thermal environments , 2014 .

[4]  E. J. Morgan,et al.  THE DEVELOPMENT OF DESIGN CRITERIA FOR ELASTIC STABILITY OF THIN SHELL STRUCTURES , 1960 .

[5]  Raimund Rolfes,et al.  Robust design of composite cylindrical shells under axial compression — Simulation and validation , 2008 .

[6]  Manolis Papadrakakis,et al.  The effect of material and thickness variability on the buckling load of shells with random initial imperfections , 2005 .

[7]  L. Donnell,et al.  Effect of Imperfections on Buckling of Thin Cylinders and Columns under Axial Compression , 1950 .

[8]  L. Donnell,et al.  A New Theory for the Buckling of Thin Cylinders Under Axial Compression and Bending , 1934, Journal of Fluids Engineering.

[9]  Paul Seide,et al.  Elastic stability of thin-walled cylindrical and conical shells under axial compression , 1965 .

[10]  P. Seide,et al.  Buckling of thin-walled circular cylinders , 1968 .

[11]  J. H. Starnes,et al.  Buckling behavior of compression-loaded composite cylindrical shells with reinforced cutouts , 2005 .

[12]  J. P. Peterson,et al.  Buckling of thin-walled circular cylinders, NASA SPACE VEHICLE DESIGN CRITERIA (Structures) , 1965 .

[13]  Ke Liang,et al.  A Koiter‐Newton approach for nonlinear structural analysis , 2013 .

[14]  Sanbing Wang,et al.  Weight control in design of space nuclear reactor system , 2013 .

[15]  Christopher K.Y. Leung,et al.  Experimental study on mechanical behaviors of pseudo-ductile cementitious composites under biaxial compression , 2013 .

[16]  Dongxing Zhang,et al.  Effects of voids on residual tensile strength after impact of hygrothermal conditioned CFRP laminates , 2013 .

[17]  J. Hutchinson,et al.  Buckling of Bars, Plates and Shells , 1975 .

[18]  Yanhua Zhou,et al.  Topology optimization of thermoelastic structures using the guide-weight method , 2014, Science China Technological Sciences.

[19]  Mostafa M. Abdalla,et al.  The Koiter-Newton approach using von Kármán kinematics for buckling analyses of imperfection sensitive structures , 2014 .

[20]  J. Nichols,et al.  Stochastic inverse identification of geometric imperfections in shell structures , 2011 .

[21]  Rolf Zimmermann,et al.  Geometric imperfections and lower-bound methods used to calculate knock-down factors for axially compressed composite cylindrical shells , 2014 .

[22]  W. T. Koiter A translation of the stability of elastic equilibrium , 1970 .