Abstract
In addition to internal pressure, circular cylindrical shell structures are often subject to concentrated or localized bending moments and forces of varying nature (external loads, loads arising from the interaction between structural components of differing stiffness loads due to constraint reactions, and so forth), distributed symmetrically around the rotational axis.
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© 2014 Springer International Publishing Switzerland
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Vullo, V. (2014). Bending Theory of Circular Cylindrical Shells Under Axisymmetric Loads. In: Circular Cylinders and Pressure Vessels. Springer Series in Solid and Structural Mechanics, vol 3. Springer, Cham. https://doi.org/10.1007/978-3-319-00690-1_10
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DOI: https://doi.org/10.1007/978-3-319-00690-1_10
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Publisher Name: Springer, Cham
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Online ISBN: 978-3-319-00690-1
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