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Titlebook: Circular Cylinders and Pressure Vessels; Stress Analysis and Vincenzo Vullo Book 2014 Springer International Publishing Switzerland 2014 A

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樓主: Tyler
31#
發(fā)表于 2025-3-26 23:19:17 | 只看該作者
,Anhang I Maximum-Likelihood-Sch?tzung,A circular cylinder with free closed ends working in the elastic range has limited resistance to loads arising from internal pressure (Faupel 1964, Juvinall 1967, Brownell and Young 1968, Iurzolla 1981). As was demonstrated in Sect. 7.5.2, the internal pressure at which yielding begins at this structure’s bore is given by relation (7.53).
32#
發(fā)表于 2025-3-27 02:19:15 | 只看該作者
33#
發(fā)表于 2025-3-27 08:41:19 | 只看該作者
Instability of Thin-Walled Circular Cylinders Under External Pressure,A wide variety of chemical and petrochemical processes involve using equipment operating under partial vacuum. Examples include vacuum condensers for evaporators and distillation columns, the vacuum columns used in manufacturing lubricating oils, vacuum crystallizers and so on.
34#
發(fā)表于 2025-3-27 10:38:20 | 只看該作者
35#
發(fā)表于 2025-3-27 16:01:54 | 只看該作者
Thick-Walled Circular Cylinders in the Linear Elastic-Perfectly Plastic State After Loading Beyond Tests carried out on thick-walled circular cylinders under internal pressure demonstrate unequivocally that failure occurs at pressures corresponding to maximum nominal elastic stresses that are not only much above the material’s yield strength, but also exceed its failure strength.
36#
發(fā)表于 2025-3-27 20:14:56 | 只看該作者
Autofrettage of Thick-Walled Circular Cylinders,A circular cylinder with free closed ends working in the elastic range has limited resistance to loads arising from internal pressure (Faupel 1964, Juvinall 1967, Brownell and Young 1968, Iurzolla 1981). As was demonstrated in Sect. 7.5.2, the internal pressure at which yielding begins at this structure’s bore is given by relation (7.53).
37#
發(fā)表于 2025-3-27 23:09:30 | 只看該作者
Thick-Walled Circular Cylinders in the Elasto-Plastic State or Viscous State as a Result of Steady-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 . obtained from tensile tests on a standard specimen is as shown in Fig.?7.1.
38#
發(fā)表于 2025-3-28 02:19:35 | 只看該作者
Concentric Circular Cylinders with Radial Interference Fit and Multilayer Circular Cylindrical Strud composite structures. Today, there is no technological sector where composite materials, and even advanced composite materials, are not used. This is because the directionality of their mechanical properties can be put to effective use in designing high-performance structures that would not otherwise be feasible.
39#
發(fā)表于 2025-3-28 08:28:05 | 只看該作者
Bending Theory of Circular Cylindrical Shells Under Axisymmetric Loads,arying 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.
40#
發(fā)表于 2025-3-28 11:39:13 | 只看該作者
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