Impact Response Of Transversely Isotropic
Circular Cylindrical Shells
Author(s)
H. Tsunokake, H. Kobayashi & H. Araki
Abstract
An impact response analysis for a transversely isotropic circular cylindrical shell
is carried out using the method of eigenfunction expansion based on the theory
of 3D elastodynamics. The circular cylindrical shell is simply supported at its
end surfaces, and a partially distributed uniform load is suddenly applied to its
outer surface. Numerical results for stress and displacement responses at some
locations of interest are shown graphically, and then the influences of anisotropy
on the impact response are discussed. The higher stress response will be occurred
in the direction with higher longitudinal elastic modulus.
1 Introduction
Circular cylindrical shells are widely used in aerospace, civil and many other
engineering industries, and the corresponding
Keywords
Related Book
Other papers in this volume
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