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Stresses state in a concrete structure with allowance for the variation in the modulus of elasticity with height

โœ Scribed by L. I. Dyatlovitskii; A. I. Vainberg


Publisher
Springer US
Year
1969
Tongue
English
Weight
377 KB
Volume
5
Category
Article
ISSN
1573-8582

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๐Ÿ“œ SIMILAR VOLUMES


Torsion of an elastic solid cylinder wit
โœ O. D. George ๐Ÿ“‚ Article ๐Ÿ“… 1976 ๐Ÿ› Springer Netherlands ๐ŸŒ English โš– 609 KB

A Green's function approach is used to formulate and obtain the stress field, under torsional loads in a radially finite solid cylinder with radially variable elastic modulus. With this approach a certain dual static-geometric analogy in the solution is readily proved and applied to generate the sol