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Comparison of yield conditions for circular cylindrical shells

✍ Scribed by Antoni Sawczuk; Philip G. Hodge Jr.


Publisher
Elsevier Science
Year
1960
Tongue
English
Weight
551 KB
Volume
269
Category
Article
ISSN
0016-0032

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✦ Synopsis


The yield condition for a rigid-plastic circular cylindrical shell subjected to axially symmetric loading is described in terms of the circumferential hoop stress n and the axial bending moment m. Different yield conditions are obtained depending on whether the shell is of homogeneous or ideal sandwich construction, and on whether the shell material satisfies Tresca's or Mises' yield condition. Previous work has been limited to Tresca's yield condition.

The example of a long shell subjected to a ring of pressure at its midpoint is considered for each of the four shell yield conditions as well as for a simple "limited interaction" approximation. Complete stress and velocity fields are determined, the limit load is found, and the extent of the plastic region is determined. The results are assessed in terms of the theorems of limit analysis.


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By using a C0 continuous, QUAD-4 shear flexible shell element, based on the field consistency principle, the non-linear free flexural vibrations of thin circular cylindrical shells have been studied. The formulation is general in the sense that it includes anisotropy, transverse shear deformation, i