Comparison of distribution functions for the nonlocal strain approach

Computational Geomechanics, COMGEO II - Proceedings of the 2nd International Symposium on Computational Geomechanics

Volumn , Issue , 2011, Pages 212-223

  Jostad, H P ^a   Grimstad, G ^a  

^a NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT EQUATIONS; FINITE ELEMENT PROGRAMS; FINITE-ELEMENT DISCRETIZATION; INTERNAL LENGTH SCALE; MESH-DEPENDENCY; NON-LINEAR FINITE ELEMENTS; NONLOCAL; POST-PEAK; REGULARIZATION TECHNIQUE; SOFT CLAYS; STRAIN SOFTENING; STRAIN-SOFTENING RESPONSE; UNDRAINED; USER-DEFINED MATERIAL MODEL; WEIGHTING FUNCTIONS;

DISTRIBUTION FUNCTIONS; SHEAR BANDS;

FINITE ELEMENT METHOD;

EID: 80052117877     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

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3. Brinkgreve, R.B.J (1994), Geomaterial Models and Numerical Analysis of Softening, PhD thesis, TU Delft, Delft, The Netherlands.
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9. Grimstad, G., Andresen, L. and Jostad, H.P. (2011), "NGI ADP: Anisotropic Shear Strength Model for Clay", International Journal for Numerical and Analytical Methods in Geomechanics, DOI: 10.1002/nag
10. Vermeer, P. A. & Brinkgreve, R. B. J. (1994), "A new effective non-local strain-measure for softening plasticity", Proceedings of 3rd Intern. Workshop on Localisation and Bifurcation Theory for Soils and Rocks, Grenoble, September 1993, 89-100.