ISSN:
0894-9166
Keywords:
conical shells
;
bending
;
buckling
;
vibration
;
exact diplacement solution
Source:
Springer Online Journal Archives 1860-2000
Topics:
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
,
Physics
Notes:
Abstract By using Donnell's simplication and starting from the displacement type equations of conical shells, and introducing a displacement functionU(s,θ,τ) (In the limit case, it will be reduced to cylindrical shell displacement function introduced by V. S. Vlasov) and a generalized loadq,(s,θ,τ),the equations of conical shells are changed into an eighth—order solvable partial differential equation about the displacement functionU(s,θ,τ). As a special case, the general bending problem of conical shells on Winkler foundation has been studied. Detailed numerical results and boundary coefficients for edge unit loads are obtained.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF02207455
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