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Solution of the combined axisymmetric problem of the theory of elasticity and plasticity by the finite-element method

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Conclusions

1. The program that we have developed makes it possible to solve axisymmetric problems of soil mechanics in the elastoplastic statement.

2. The model that we have implemented is rather universal and reflects the characteristic features of the plastic deformation of soils of medium density within basic boundaries.

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Literature cited

  1. B. Z. Amusin and A. B. Fadeev, Finite-Element Method for Solving Problems of Mine Geomechanics [in Russian], Nedra, Moscow (1975).

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  2. A. K. Bugrov, "Solution of the combined problem of the theory of elasticity and the theory of plasticity of soils," Osn., Fundam. Mekh. Gruntov, No. 6, (1974).

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  4. V. F. Aleksandrovich and V. G. Fedorovskii, Circular plate on an elastoplastic hardening soil bed, Interuniversity Collection [in Russian], Novocherkassk Polytechnic Inst. (1979).

  5. O. Zenkevich, Finite-Element Method in Engineering [Russian translation], Mir, Moscow (1975).

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  6. O. Zenkevich and I. Cheng, Finite-Element Method in the Theory of Structures and Continuum Mechanics [Russian translation], Nedra, Moscow (1974).

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  7. Construction Norm and Regulation (SNiP) II-15-74. Beds of Buildings and Structures [in Russian], Stroiizdat, Moscow (1975).

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Authors
  1. A. B. Fadeev
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  2. A. L. Preger
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Additional information

Leningrad Civil-Engineering Institute. Tbilisi Civil-Engineering Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 25–27, July–August 1984.

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Fadeev, A.B., Preger, A.L. Solution of the combined axisymmetric problem of the theory of elasticity and plasticity by the finite-element method. Soil Mech Found Eng 21, 181–184 (1984). https://doi.org/10.1007/BF01710611

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  • DOI: https://doi.org/10.1007/BF01710611

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