Post-buckling analysis of moderately thick elastic annular plates
Authors:
R. Neetha
Affiliation:
N.S.S. College of Engineering, Palghat, India
Aerospace Structures Division, Vikram Sarabhai Space Centre, Trivandrum, India
Abstract:
Post-buckling behaviour of moderately thick elastic annular plates is studied in this paper using a simplified finite element formulation. Radial load ratios for various radii ratios and thickness parameters are presented in the form of tables bringing out clearly the effect of radii ratios and thickness parameters.