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- W201100732 abstract "This chapter discusses thick cylindrical and spherical shells. Symmetry shows that the stresses and strains are independent of the angular position of any radius. When plane cross sections of the tube, perpendicular to the axis, remain plane and perpendicular to the axis, implies that the strain parallel to the axis is either zero or constant. This assumption must be very nearly true for sections remote from the ends. The most important practical applications of the above formula occur when the external pressure is atmospheric and negligible compared with the internal pressure. In the case of the ductile material, mild steel, the strain-energy theory comes very close to the mark, whilst in the case of the more brittle cast iron the maximum stress theory fits the facts best. In this latter case one been taken as the breaking strength of the cast iron. Various methods have been devised for strengthening thick tubes, one of which is to form the tube by shrinking one tube on the outside of another. Then the inner tube is subjected to external pressure by the cooling of the outer one, which itself is subjected to an equal internal pressure." @default.
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- W201100732 date "2014-01-01" @default.
- W201100732 modified "2023-09-27" @default.
- W201100732 title "THICK CYLINDRICAL AND SPHERICAL SHELLS" @default.
- W201100732 doi "https://doi.org/10.1016/b978-1-4831-9652-7.50076-1" @default.
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