Abstract
Chapters 7 and 8 addressed the problem of thick-walled circular cylinders under pressure in the partially plastic or fully plastic state, with the assumption that the material’s behavior is linear elastic-perfectly plastic, i.e., that the stress–strain curve \( \sigma = \sigma \left( \varepsilon \right) \) obtained from tensile tests on a standard specimen is as shown in Fig. 7.1.
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© 2014 Springer International Publishing Switzerland
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Vullo, V. (2014). Thick-Walled Circular Cylinders in the Elasto-Plastic State or Viscous State as a Result of Steady-State Creep. 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_9
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DOI: https://doi.org/10.1007/978-3-319-00690-1_9
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Online ISBN: 978-3-319-00690-1
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