- Page 1 and 2: SANDIA REPORT SAND90-0543 l UC-721
- Page 3 and 4: SAND90-0543 Unlimited Release Print
- Page 5 and 6: CONTENTS 1.0 IN~ODUCTION . . . . .
- Page 7 and 8: Figures 2.1.1 2.2.1 2.2.2 3.1.1 3.7
- Page 9 and 10: 1.0 INTRODUCTION SANTOS is a finite
- Page 11 and 12: 2.0 GOVERNING EQUATIONS In this cha
- Page 13 and 14: Using the left decomposition of Equ
- Page 15 and 16: 1.5 1.0 0.5 a 0.0 i% \ +7797 / \ &
- Page 17: 3.0 NUMERICAL FORMULATION In this c
- Page 21 and 22: Consequently, the gradient operator
- Page 23 and 24: We are now faced with a three-dimen
- Page 25 and 26: We now see that the internal force
- Page 27 and 28: ‘t+At = QAt % (3.3.2) For a const
- Page 29 and 30: If the strain increments are insign
- Page 31 and 32: The mean coordinates Z, correspond
- Page 33 and 34: for arbitrary Ui]. Using Equation (
- Page 35 and 36: TRI-6348-6-O Figure 3.7.1. A model
- Page 37 and 38: 3.8 Convergence Measures When an it
- Page 39 and 40: 4.0 CONSTITUTIVE MODELS One of the
- Page 41 and 42: where y is a column vector containi
- Page 43 and 44: ~=~y —=Kdkk (4.3.3) where K is th
- Page 45 and 46: Q TRI-6348-7-O Figure 4.5.1. Yield
- Page 47 and 48: @r=R . (4.5.16) Because S is deviat
- Page 49 and 50: and (4.5.27) Combining Equations (4
- Page 51 and 52: TRI-6348-1o-o Figure 4.5.4. Effect
- Page 53 and 54: The subscripts n and n+ 1 refer to
- Page 55 and 56: The elastic plastic material model
- Page 57 and 58: (a) a. P, Compression (b) 16 a. ‘
- Page 59 and 60: The mean volumetric strain is updat
- Page 61 and 62: ~=$s:s . (4.6.9) J The yield condit
- Page 63 and 64: in Section 4.6, use such decomposit
- Page 65 and 66: not amenable to vectorization. Vect
- Page 67 and 68: We make use of the following identi
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law secondary creep model is reques
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PROP(3) - Modulus function identifi
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where K @ () n+l is the O;:l =3K @n
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2 11 F=exp-1-~ 6 for q>&; . (4.12.8
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Accuracy of the method is assured i
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The volumetric part of the model ca
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for the bulk response, where G(t) a
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then G(t,@) = G(g) . (4.14.9) This
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PROP(7) - Third Short Time Shear Mo
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5.0 CONTACT SURFACES Many structure
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5.2 Application Phase The operation
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6.0 LOADS AND BOUNDARY CONDITIONS S
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TRI-6348-43-O Figure 6.2.1. Definit
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diagonal mass matrix routines with
- Page 97 and 98:
Biffle, J. H., and M.L. Blanford. 1
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Schreyer,H.L., R.F. Kulak, and J.M.
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APPENDIX A: SANTOS Users Manual A-1
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SANTOS Users Manual Listed below, i
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tol ... tolerance value used for co
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See the theory section for definiti
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omega ... specified angular velocit
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dence of the pressure scale factor
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TWO MU(2P) BULK MODULUS (K) AO Al A
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RN3 (exponent of workhardening and
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APPENDIX B: User Subroutines B-1 ,.
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‘ser Subroutines SANTOS allows th
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600 CONTINUE END IF 1000 CONTINUE R
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APPENDIX C: Printed Output Descript
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Printed Output Description The SANT
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FUNCTION DEFI NIT IONS FUNCTION ID
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1 SANTOS, VERSION SANTOS 2.0 ,RUN O
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APPENDIX D: Adding a New Constituti
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Adding A New Constitutive Model to
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APPENDIX E: Verification and Sample
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Verification and Sample Problems Sa
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To obtain a solution to the gravity
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Figure E-5. Deformed Shape of the B
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P= () 4:(1-V) 1-: pc3 +2(1-m)lllpc
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L < 1 t i I I t I , I 1 3 3 1 1 I i
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Side Set ID for the Rigid Surface C
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TITLE UPSETTING OF A CYLINDRICAL BI
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Table 1: M-D Argillaceous Salt Cree
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4.0 3.5 3.0 1.0 0.5 0.0 I I I 1 1 1
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WIPP UC721 - DISTRIBUTIONLIST SAND9
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Sue B. Clark University of Georgia
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Mr. Steven Crouch GeoLogic Research
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