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- W2368968168 abstract "Bellows, a kind of wrinkled tube-like thin-walled structure, being widely used in equipment as elastic-sensitive element, seal and expansion joint, is usually concerned for its complex in calculation, specially in that of non-axial-symmetric problems. In this paper the stressess and angular rotation of C-shaped bellows under pure bending moments in a meridian plane are discussed. The governing differential equations are formulated on the theory of flexible toroidal shells with 0 a 1 and the initial parameter method with S. Gill's formulae is used. As a result, the boundary value problem.of the bellows is reduced into the initial value problem and the numerical solution is obtained. Three examples are calculated. It shows that the results given by the present numerical solutions are approximately coincide with those of the general analytical solutions based on a simplified theory of slender toroidal shells(a1) ,and with smaller a of the shell, the both results agree better." @default.
- W2368968168 created "2016-06-24" @default.
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- W2368968168 date "2000-01-01" @default.
- W2368968168 modified "2023-09-23" @default.
- W2368968168 title "Numerical Solution for C-Shaped Bellows Overall Bending in a Meridian Plane by Initial Parameter Method" @default.
- W2368968168 hasPublicationYear "2000" @default.
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