Plastic Flow of Rock Under a Pointed Punch in Plane Strain

Author:

Paslay P. R.1,Cheatham J. B.2,Fulcher C. W. G.3

Affiliation:

1. Brown University, Providence, R. I.

2. Rice University, Houston, Texas

3. General Electric Company, Houston, Texas

Abstract

Solutions are presented for the plane-strain plastic flow of rock under a pointed punch for two cases. In the first problem the indentation of a half space by a pointed punch is considered, and in the second the influence of a previous indentation on the formation of the next indentation is evaluated. The plasticity theory used in this analysis was developed by the authors earlier for rock mechanics applications. This theory incorporates a yield surface which is dependent on the mean normal stress and normality of the deformation rate vector to the yield surface. Work-hardening and elastic strains are neglected in the theory. These solutions furnish the analytical basis for some elementary experiments which may help to evaluate the theory.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Limit analysis of quasi-static pyramidal indentation of rock;International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts;1985-02

2. Rotationssymmetrisches ebenes Flie�en eines granularen Modellmaterials;Acta Mechanica;1975-03

3. References;Limit Analysis and Soil Plasticity;1975

4. Plasticity in rock mechanics;International Journal of Mechanical Sciences;1971-04

5. Cutting rock or frozen soil with a circular saw;Journal of Terramechanics;1971-01

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