On failure criteria for anisotropic cohesive-frictional materials
Anisotropic failure criteria are formulated using two different approaches. The first one employs a spatial distribution of strength parameters and defines the failure condition in terms of traction components acting on the critical plane. The second one incorporates a microstructure tensor and the...
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Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 2001-04, Vol.25 (5), p.509-524 |
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Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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Zusammenfassung: | Anisotropic failure criteria are formulated using two different approaches. The first one employs a spatial distribution of strength parameters and defines the failure condition in terms of traction components acting on the critical plane. The second one incorporates a microstructure tensor and the relevant mixed invariants. Both formulations are illustrated by some numerical examples. In particular, the variation of strength with orientation of the sample is examined for a series of uniaxial compression tests. Copyright © 2001 John Wiley & Sons, Ltd. |
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ISSN: | 0363-9061 1096-9853 |
DOI: | 10.1002/nag.141 |