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4.2 TBDATA-Declaration 4.2.1 LAW = 1, 10 – Mohr Coulomb 0-10 isotrop 11-20 1. joint 21-30 2. joint 31-40 3. joint 41-50 4. joint 51-60 1 2 3 4 5 6 7 8 9 10 LAW phig Cg psig phig* Cg* Tension Tension* Phi C psi phi* C* Tension alpha beta Tension* Phi C psi phi* C* Tension alpha beta Tension* Phi C psi phi* C* Tension alpha beta Tension* 30 number of joint sets Phi C psi phi* C* Tension alpha beta Tension* tempd T1 T2 βc2 T3 βc3 T4 βc4 T5 βc5 wr 61-70 Elem Intpt 71-80 eps geps maxit cutmax dtmin Base material parameter Isotropic Mohr-Coulomb phig friction angle Cg cohesion psig dilatancy angle phig* residual friction angle Cg* residual cohesion Tension tensile strength -Tension cut off- (
4.2.2 LAW = 2 – Modified Drucker-Prager 0-10 isotrop 11-20 1. joint 21-30 2. joint 31-40 3. joint 41-50 4. joint 51-60 1 2 3 4 5 6 7 8 9 10 LAW Rd Rz Ru number joint sets of Phi C psi phi* C* Tension alpha beta Tension* Phi C psi phi* C* Tension alpha beta Tension* Phi C psi phi* C* Tension alpha beta Tension* Phi C psi phi* C* Tension alpha beta Tension* 61-70 Elem Intpt 71-80 Base material parameter: eps geps maxit Rd uniaxial compression strength Rz uniaxial tensile strength Ru biaxial compression strength cutmax (Remark: ideal elastic-plastic behaviour with associated flow rule) dtmin maxinc Combination with joints / anisotropic Mohr-Coulomb (up to 4 joint sets) phi joint friction angle C joint cohesion psi joint dilatancy angle phi* joint residual friction angle C* joint residual cohesion Tension joint tensile strength -Tension cut off- (
Page 1 and 2: User’s Manual multiPlas Release 4
Page 3 and 4: CONTENT 1 INTRODUCTION.............
Page 5 and 6: 1 INTRODUCTION This manual describe
Page 7 and 8: 3 THEORY OF THE MULTIPLAS MATERIAL
Page 9 and 10: 3.3 Computed yield surfaces 3.3.1 I
Page 11 and 12: Necessary material parameters in th
Page 13 and 14: Residual strength can be defined. T
Page 15 and 16: interim values or blending with Moh
Page 17 and 18: -σm a) b) Fig. 3-10 Singular Druck
Page 19 and 20: This model guaranties a consistent
Page 21 and 22: Tab. 3-1 Temperature dependency of
Page 23 and 24: F1 (F11) Tension failure brick F2 (
Page 25 and 26: 3.3.8 Wood modelling using a boxed-
Page 27 and 28: Fig. 3-24 Stress-strain relation -
Page 29: 4 COMMANDS 4.1 Material Models LAW
Page 33 and 34: 4.2.4 LAW = 8 - Modified Drucker-Pr
Page 35 and 36: 4.2.5 LAW = 9 - Concrete 1 2 3 4 5
Page 37 and 38: 4.2.6 LAW = 11 - Fixed Crack Model
Page 39 and 40: tempd switch for temperature depend
Page 41 and 42: Overview input parameter of the rel
Page 43 and 44: 4.2.10 LAW = 40 - Geological Drucke
Page 45 and 46: 4.3 Numerical control variables eps
Page 47 and 48: The global load step bisection can
Page 49 and 50: Output for LAW 33: scale active yie
Page 51 and 52: Elements: Solid45 Load history: 1st
Page 53 and 54: Reference solution: Example 2 - Cal
Page 59 and 60: Equivalent plastic strain 59 USER
Page 61 and 62: Total deformation usum (mm) Equival
Page 63 and 64: 5.5 Example 10 - Concrete-model DRU
Page 65 and 66: 5.6 Example 11 - Concrete-model DRU
Page 67 and 68: 5.7 Example 12 - Masonry-model with
Page 69 and 70: 5.9 Example 14 - Masonry-model with
Page 71 and 72: 5.11 Example 16 - Masonry-model wit
Page 73 and 74: 5.13 Example 18 - Masonry-model (LA
Page 75 and 76: 5.15 Example 20 - Wood-model (LAW=3
Page 77 and 78: 5.16 Example 21 - Wood-model (LAW=3
Page 79 and 80: 5.17 Example 22 - Single Joint Shea
Page 81 and 82:
6 REFERENCES [6-1] ANSYS Users Manu
Page 83 and 84:
7 APENDIX USER INFERFACE - USERMPLS
Page 85 and 86:
85 USER’S MANUAL, January, 2013
Page 87:
Contact & Distributors Germany & wo
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