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FROM:
Luis A. Godoy (1,2), Rossana C. Jaca (3), Eduardo M. Sosa (4) and Fernando G. Flores (1,2)
(1) Institute for Advanced Studies in Engineering and Technology, CONICET-UNC, Argentina
(2) Departamento de Estructuras, FCEFyN, Universidad Nacional de Córdoba, P.O. Box 916, Córdoba, Argentina
(3) Civil Engineering Department, Facultad de Ingeniería, Universidad Nacional del Comahue, Buenos Aires 1400, Neuquén, Argentina
(4) Civil and Environmental Engineering Department, West Virginia University, Morgantown, WV 26506-6103, USA
“A penalty approach to obtain lower bound buckling loads for imperfection-sensitive shells”, Thin-Walled Structures, Vol. 95, pp 183-195, October 2015
ABSTRACT: The strategy of Reduced Stiffness (or Reduced Energy) Analysis, in which selected energy components are eliminated to account for mode interaction and imperfection-sensitivity in a simplified way, was developed by Croll and co-workers since the early 1980s. This physical interpretation allows the formulation as an eigenvalue problem, in which the eigenvalue (critical load) is a lower bound to experiments and to nonlinear incremental analysis. This paper considers the computational implementation of both reduced stiffness and reduced energy approaches to the buckling of shell structures by means of perturbation techniques and penalty parameter methods. The structural configurations of interest in this work are cylindrical shells with or without a roof. The reduced stiffness approach has been implemented in a special purpose finite element code for shells of revolution, whereas the reduced energy methodology was implemented in a general purpose finite element code. The present results are compared with geometrically nonlinear analysis including geometric imperfections. Achievements and difficulties in extending the methodologies to complex problems in engineering practice are highlighted.
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