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Plastic stability of spherical shells
Incipient axisymmetric plastic buckling of complete spherical shells subjected to external hydrostatic pressure is studied by use of rate equations; incipient results suggest that maximum pressure which would be obtained from stepwise following of entire load-deformation history is not significantly greater than tangent modulus pressure required for first bifurcation. (26615)
Plastic stability of spherical shells
Incipient axisymmetric plastic buckling of complete spherical shells subjected to external hydrostatic pressure is studied by use of rate equations; incipient results suggest that maximum pressure which would be obtained from stepwise following of entire load-deformation history is not significantly greater than tangent modulus pressure required for first bifurcation. (26615)
Plastic stability of spherical shells
ASCE J Eng Mech Div
Batterman, S.C. (author)
1969
14 pages
Article (Journal)
English
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