multiPlas - Dynardo GmbH

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7.1.3 User materials in multiPlas The user interface „usermpls“ is in the actual version multiPlas Release 2.0 a non-sufficient tested β- Feature. This interface offers the user a personal enhancement of the material library multiPlas in ANSYS. The results of own implementations are in the responsibility of the user. 84 USER’S MANUAL, January, 2013
85 USER’S MANUAL, January, 2013
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User’s Manual multiPlas Release 4
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CONTENT 1 INTRODUCTION.............
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1 INTRODUCTION This manual describe
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3 THEORY OF THE MULTIPLAS MATERIAL
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3.3 Computed yield surfaces 3.3.1 I
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Necessary material parameters in th
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Residual strength can be defined. T
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interim values or blending with Moh
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-σm a) b) Fig. 3-10 Singular Druck
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This model guaranties a consistent
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Tab. 3-1 Temperature dependency of
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F1 (F11) Tension failure brick F2 (
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3.3.8 Wood modelling using a boxed-
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Fig. 3-24 Stress-strain relation -
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4 COMMANDS 4.1 Material Models LAW
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4.2.2 LAW = 2 - Modified Drucker-Pr
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: 7 APENDIX USER INFERFACE - USERMPLS
Page 87: Contact & Distributors Germany & wo
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multiPlas - Dynardo GmbH

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