Elastic-Plastic State of Inhomogeneous Soil Array with a Spherical Cavity

Vladimir I. Andreev; Anatoliy S. Avershyev; Stanisław Jemioło

doi:10.4028/www.scientific.net/AMR.842.462

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 842Elastic-Plastic State of Inhomogeneous Soil Array...

Elastic-Plastic State of Inhomogeneous Soil Array with a Spherical Cavity

Abstract:

The article deals with the elastic-plastic state of inhomogeneous array with a spherical cavity. Model is used thick-walled ball of an elastic-perfectly plastic material (Prandtl diagram). It is shown that in the inhomogeneous material, depending on the inhomogeneity functions describing the change of the modulus of elasticity and yield stress of soil plastic deformation may appear on both the inner and outer surface of the ball and inside it. Are found values of the limit loads, displacement diagrams are constructed in an array.

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Periodical:

Advanced Materials Research (Volume 842)

Pages:

462-465

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.842.462

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Online since:

November 2013

Authors:

Vladimir I. Andreev, Anatoliy S. Avershyev, Stanisław Jemioło

Keywords:

Elastic-Plastic Problem, Hollow Sphere, Inhomogeneity, Perfect Plasticity, Soil Array

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References

[1] D. Rawson, P. Randolf, C. Boardman and V. Wheeler, Post explosion environment resulting from the Salmon event: J. of Geophysical Research. Vol. 71, №14 (1966), pp.3415-3426.

DOI: 10.1029/jz071i014p03507

Google Scholar

[2] I.V. Baklashov, B.A. Kartoziya: Rock mechanics (Nedra, Moscow 1975).

Google Scholar

[3] Z. G. Ter-Martirosyan: Soil mechanics (Publ. house ASV, Moscow 2005).

Google Scholar

[4] W. Olszak, W. Urbanowski and J. Rychlewski, Sprężysto-plastyczny gruboscienny walec niejednorodny pod działaniem parcia wewnetrznego i siły podłużnej: Arch. mech. stos. t. VII, № 3 (1955) pp.315-336.

Google Scholar

[5] V.I. Andreev, Equilibrium of a Thick-walled Sphere of Inhomogeneous Nonlinear-elastic Material: Applied Mechanics and Materials, Vols. 405-408 (2013) pp.1073-1076.

DOI: 10.4028/www.scientific.net/amm.423-426.1670

Google Scholar

[6] V.I. Andreev, Elastic-plastic equilibrium of a hollow cylinder from inhomogeneous perfectly plastic material. Applied Mechanics and Materials, Vols. 405-408 (2013) pp.3182-3185.

DOI: 10.4028/www.scientific.net/amm.405-408.3182

Google Scholar