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Publication Number: FHWA-HRT-04-095
Date: November 2004 |
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Manual for LS-DYNA Soil Material Model 147PDF Version (1.96 MB)
PDF files can be viewed with the Acrobat® Reader® APPENDIX A. DETERMINATION OF PLASTICITY GRADIENTSIn the following, the gradient of the yield surface in stress space is determined. The yield function is:
where: J3= third invariant of the stress deviator e= material parameter describing the ratio of triaxial extension strength to triaxial compression strength We need to find . A convenient method is:
where: Here, si is the stress deviator. Now, we just need to determine the coefficients C1, C2, and C3.
Note that is not defined at e = 0.5 and . For the hardening functions, see equations 40 and 41.
where: In comparison with Abbo and Sloan:
Therefore,
where: |