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- W3022243576 abstract "Publisher SummaryThis chapter discusses the bending theory of closed circular cylindrical shells under axisymmetric loads. If the generator parallel to the x-axis in sweeping out the cylindrical surfaces closes with itself to form as it were a tube, the shell so formed is termed a closed cylindrical shell. If the transverse section is circular, the shell is defined as a closed circular cylindrical shell. The conditions of static equilibrium have only yielded three equations, which are insufficient to determine the five stress resultants. Further equations must, therefore, be sought to solve the problem uniquely. Some of these further equations are derived from the relationship that exists between the stress resultants and the strains of the middle surface. Some general equations are used in examining the bending theory of closed cylindrical shells under axisymmetric load. If only bending of the shell element is considered, then the middle surface remains unstrained but suffers rotation." @default.
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- W3022243576 date "1980-01-01" @default.
- W3022243576 modified "2023-09-27" @default.
- W3022243576 title "Bending Theory of Closed Circular Cylindrical Shells under Axisymmetric Loads" @default.
- W3022243576 doi "https://doi.org/10.1016/b978-0-08-023275-1.50007-3" @default.
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