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[6-22] Will, J.: Beitrag zur Standsicherheitsberechnung im geklüfteten Fels in der Kontinuums- und Diskontinuumsmechanik unter Verwendung impliziter und expliziter Berechnungsstrategien: Bauhaus Universität Weimar, Dissertation 1999, Berichte Institut für Strukturmechanik 2/99 [6-23] Ganz, H.R.: Mauerwerkscheiben unter Normalkraft und Schub. ETH Zürich, Institut für Baustatik und Konstruktion. Dissertation. Birkhäuser Verlag Basel (1985) [6-24] Mann,W.; Müller,H.: Schubtragfähigkeit von gemauerten Wänden und Voraussetzungen für das Entfallen des Windnachweises. Berlin: Ernst u. Sohn. In: Mauerwerk-Kalender (1985) [6-25] Berndt, E.: Zur Druck- und Schubfestigkeit von Mauerwerk – experimentell nachgewiesen an Strukturen aus Elbsandstein. Bautechnik 73, S. 222-234 Ernst & Sohn, Berlin (1996) [6-26] Grosse, M.: Zur numerischen Simulation des physikalisch nichtlinearen Kurzzeittragverhaltens von Nadelholz am Example von Holz-Beton-Verbundkonstruktionen. Dissertation, Bauhaus-Universität Weimar (2005) [6-27] Pluijm, R. van der: Shear behaviour of bed joints. Proc. 6th Noth American Masonry Conference, S. 125-136 (1993) 82 USER’S MANUAL, January, 2013
7 APENDIX USER INFERFACE - USERMPLS 7.1.1 LAW = 99 – User-Material Feld 1 2 3 4 5 6 7 8 9 10 0-10 isotrop 11-20 1.TF 21-30 2.TF 31-40 3.TF 41-50 4.TF 51-60 LAW up1 61-70 Elem Intpt 71-80 ... eps geps maxit up1 – 58 - free definable material parameters User Parameter up1 – up58 cutmax 7.1.2 Requirements of ANSYS (Release 13) dtmin maxinc up58 wr ktuser 83 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
Page 31 and 32: 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: 6 REFERENCES [6-1] ANSYS Users Manu
Page 85 and 86: 85 USER’S MANUAL, January, 2013
Page 87: Contact & Distributors Germany & wo
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