A linear bifurcation analysis is presented for pressure sensitive elastoplastic hollow cylinders under radial surface loads. Material response is modeled by flow and deformation theories of the Drucker-Prager solid accounting for arbitrary hardening. Sample calculations are given for cylinders that deform in axially symmetric patterns under uniform radial pressure applied at the boundaries. No bifurcation points were found with flow theory in the realistic range of stress though the primary equilibrium path is nearly identical for both theories. For thick-walled cylinders the dominant bifurcation mode predicted by deformation theory appears to be a circumferential surface instability. Deformation theory results for bifurcations are apparently not sensitive to deviations from associativity.
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March 1999
Technical Papers
Bifurcation of Elastoplastic Pressure-Sensitive Hollow Cylinders
P. Papanastasiou,
P. Papanastasiou
Schlumberger Cambridge Research, Cambridge CB3 0EL, England
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D. Durban
D. Durban
Technion, Haifa 32000, Israel
Search for other works by this author on:
P. Papanastasiou
Schlumberger Cambridge Research, Cambridge CB3 0EL, England
D. Durban
Technion, Haifa 32000, Israel
J. Appl. Mech. Mar 1999, 66(1): 117-123 (7 pages)
Published Online: March 1, 1999
Article history
Received:
December 23, 1997
Revised:
September 7, 1998
Online:
October 25, 2007
Citation
Papanastasiou, P., and Durban, D. (March 1, 1999). "Bifurcation of Elastoplastic Pressure-Sensitive Hollow Cylinders." ASME. J. Appl. Mech. March 1999; 66(1): 117–123. https://doi.org/10.1115/1.2789138
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