Stress and Deformation Fields Around a Cylindrical Cavity Embedded in a Pressure-Sensitive Elastoplastic Medium
Author:
Affiliation:
1. Schlumberger Cambridge Research, High Cross, Madingley Road, Cambridge CB3 0EL England
2. Technion-Israel Institute of Technology, Haifa 32000, Israel
Abstract
Publisher
ASME International
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Link
http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/65/2/374/5465692/374_1.pdf
Reference14 articles.
1. Budiansky B. , 1959, “A Reassessment of Deformation Theories of Plasticity,” ASME JOURNAL OF APPLIED MECHANICS, Vol. 26, pp. 259–264.
2. Detournay E. , 1986, “An Approximate Statical Solution of the Elastoplastic Interface for the Problem of Galin With a Cohesive-Frictional Material,” Int. J. Solids Structures, Vol. 22, pp. 1434–1454.
3. Detournay E. , and FairhurstC., 1987, “Two-Dimensional Elastoplastic Analysis of a Long Cylindrical Cavity Under Non-Hydrostatic Loading,” Int. J. Rock Mech. Min. Sci. and Geomech., Vol. 24, No. 4, pp. 197–211.
4. Drucker D. C. , and PragerW., 1952, “Soil Mechanics and Plastic Analysis or Limit Design,” ASME JOURNAL OF APPLIED MECHANICS, Vol. 12, pp. 157–165.
5. Durban D. , and FleckN. A., 1997, “Spherical Cavity Expansion in a Drucker-Prager Solid,” Journal of Applied Mechanics, Vol. 64, pp. 743–750.
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