An elasto-plastic constitutive model for soft rock with strain softening-Reference-Cited by-同舟云学术

An elasto-plastic constitutive model for soft rock with strain softening

Published:1995-04 Issue:4 Volume:19 Page:233-247
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Methods Geomech.

Author:

Adachi T.,Oka F.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference27 articles.

1. Finite Element Analysis of Strain-Softening Clay

2. Elasto-plastic stress analysis. A generalization for various contitutive relations including strain softening

3. An elasto-plastic model for undrained behaviour of heavily overconsolidated clays

4. The Application of Newton’s Method to the Problem of Elastic Stability

5. ‘A consistent finite element technique for work-softening behaviour’, in et al., (eds.), Proc. Int. Conf. on Computational Methods in Nonlinear Mechanics, Univ. of Texas, Austin. TX, U.S.A., 1974, pp. 969-978.

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