Karamba3D v3
  • Welcome to Karamba3D
  • New in Karamba3D 3.1
  • See Scripting Guide
  • See Manual 2.2.0
  • 1 Introduction
    • 1.1 Installation
    • 1.2 Licenses
      • 1.2.1 Cloud Licenses
      • 1.2.2 Network Licenses
      • 1.2.3 Temporary Licenses
      • 1.2.4 Standalone Licenses
  • 2 Getting Started
    • 2 Getting Started
      • 2.1 Karamba3D Entities
      • 2.2 Setting up a Structural Analysis
        • 2.2.1 Define the Model Elements
        • 2.2.2 View the Model
        • 2.2.3 Add Supports
        • 2.2.4 Define Loads
        • 2.2.5 Choose an Algorithm
        • 2.2.6 Provide Cross Sections
        • 2.2.7 Specify Materials
        • 2.2.8 Retrieve Results
      • 2.3 The Karamba3D Menu
      • 2.4 User Settings
      • 2.5 Physical Units
      • 2.6 Asynchronous Execution of Karamba3D Components
      • 2.7 Quick Component Reference
  • 3 In Depth Component Reference
    • 3.0 Settings
      • 3.0.1 License
    • 3.1 Model
      • 3.1.1 Assemble Model
      • 3.1.2 Disassemble Model
      • 3.1.3: Modify Model
      • 3.1.4: Connected Parts
      • 3.1.5: Activate Element
      • 3.1.6 Create Linear Element
        • 3.1.6.1 Line to Beam
        • 3.1.6.2 Line to Truss
        • 3.1.6.3 Connectivity to Beam
        • 3.1.6.4: Index to Beam
      • 3.1.7 Create Surface Element
        • 3.1.7.1: Mesh to Shell
        • 3.1.7.2: Mesh to Membrane
      • 3.1.8: Modify Element
      • 3.1.9: Point-Mass
      • 3.1.10: Disassemble Element
      • 3.1.11: Make Element-Set
      • 3.1.12: Orientate Element
      • 3.1.13: Dispatch Elements
      • 3.1.14: Select Elements
      • 3.1.15: Support
    • 3.2: Load
      • 3.2.1: General Loads
      • 3.2.2: Beam Loads
      • 3.2.3: Disassemble Mesh Load
      • 3.2.4 Load-Case-Combinations
        • 3.2.5.1 Load-Case-Combinator
        • 3.2.5.2 Disassemble Load-Case-Combinaton
        • 3.2.5.3 Load-Case-Combination Settings
    • 3.3: Cross Section
      • 3.3.1: Beam Cross Sections
      • 3.3.2: Shell Cross Sections
      • 3.3.3: Spring Cross Sections
      • 3.3.4: Disassemble Cross Section
      • 3.3.5: Eccentricity on Beam and Cross Section
      • 3.3.6: Modify Cross Section
      • 3.3.7: Cross Section Range Selector
      • 3.3.8: Cross Section Selector
      • 3.3.9: Cross Section Matcher
      • 3.3.10: Generate Cross Section Table
      • 3.3.11: Read Cross Section Table from File
    • 3.4: Joint
      • 3.4.1: Beam-Joints
      • 3.4.2: Beam-Joint Agent
      • 3.4.3: Line-Joint
    • 3.5: Material
      • 3.5.1: Material Properties
      • 3.5.2: Material Selection
      • 3.5.3: Read Material Table from File
      • 3.5.4: Disassemble Material
    • 3.6: Algorithms
      • 3.6.1: Analyze
      • 3.6.2: AnalyzeThII
      • 3.6.3: Analyze Nonlinear WIP
      • 3.6.4: Large Deformation Analysis
      • 3.6.5: Buckling Modes
      • 3.6.6: Eigen Modes
      • 3.6.7: Natural Vibrations
      • 3.6.8: Optimize Cross Section
      • 3.6.9: BESO for Beams
      • 3.6.10: BESO for Shells
      • 3.6.11: Optimize Reinforcement
      • 3.6.12: Tension/Compression Eliminator
    • 3.7 Results
      • 3.7.1 General Results
        • 3.7.1.1 ModelView
        • 3.7.1.2 Result Selector
        • 3.7.1.3 Deformation-Energy
        • 3.7.1.4 Element Query
        • 3.7.1.5 Nodal Displacements
        • 3.7.1.6 Principal Strains Approximation
        • 3.7.1.7 Reaction Forces
        • 3.7.1.8 Utilization of Elements
        • 3.7.1.9 ReactionView
      • 3.7.2 Results on Beams
        • 3.7.2.1 BeamView
        • 3.7.2.2 Beam Displacements
        • 3.7.2.3 Beam Forces
        • 3.7.2.4 Node Forces
      • 3.7.3 Results on Shells
        • 3.7.3.1 ShellView
        • 3.7.3.2 Line Results on Shells
        • 3.7.3.3 Result Vectors on Shells
        • 3.7.3.4 Shell Forces
        • 3.7.3.5 Shell Sections
    • 3.8 Export
      • 3.8.1 Export Model to DStV
      • 3.8.2 Json/Bson Export and Import
      • 3.8.3 Export Model to SAF
      • 3.8.4 Export/Import Model to and from Speckle (WIP)
    • 3.9 Utilities
      • 3.9.1: Mesh Breps
      • 3.9.2: Closest Points
      • 3.9.3: Closest Points Multi-dimensional
      • 3.9.4: Cull Curves
      • 3.9.5: Detect Collisions
      • 3.9.6: Get Cells from Lines
      • 3.9.7: Line-Line Intersection
      • 3.9.8: Principal States Transformation
      • 3.9.9: Remove Duplicate Lines
      • 3.9.10: Remove Duplicate Points
      • 3.9.11: Simplify Model
      • 3.9.12: Element Felting
      • 3.9.13: Mapper
      • 3.9.14: Interpolate Shape
      • 3.9.15: Connecting Beams with Stitches
      • 3.9.16: User Iso-Lines and Stream-Lines
      • 3.9.17: Cross Section Properties
      • 3.9.18 Surface To Truss
      • 3.9.19 Head-Up Display Legend
    • 3.10 Parametric UI
      • 3.10.1: View-Components
      • 3.10.2: Rendered View
  • Troubleshooting
    • 4.1: Miscellaneous Questions and Problems
      • 4.1.0: FAQ
      • 4.1.1: Installation Issues
      • 4.1.2: Purchases
      • 4.1.3: Licensing
      • 4.1.4: Runtime Errors
      • 4.1.5: Definitions and Components
      • 4.1.6: Default Program Settings
    • 4.2: Support
  • Appendix
    • A.1: Release Notes
      • Work in Progress Versions
      • Older Versions
      • Version 2.2.0
      • Version 2.2.0 WIP
      • Version 1.3.3
      • Version 1.3.2 build 190919
      • Version 1.3.2 build 190731
      • Version 1.3.2 build 190709
      • Version 1.3.2
    • A.2: Background information
      • A.2.1: Basic Properties of Materials
      • A.2.2: Additional Information on Loads
      • A.2.3: Tips for Designing Statically Feasible Structures
      • A.2.4: Performance Optimization in Karamba3D
      • A.2.5: Natural Vibrations, Eigen Modes and Buckling
      • A.2.6: Approach Used for Cross Section Optimization
    • A.3: Workflow Examples
    • A.4: Bibliography
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  1. Appendix

A.4: Bibliography

PreviousA.3: Workflow Examples

Last updated 11 months ago

[1]

J.H. Argyris, L. Tenek, and L. Olofsson. Tric: a simple but sophisticated 3-node triangular element based on 6 rigid.body and 12 straining modes for fast computational simulations of arbitrary isotropic and laminated composite shells. Comput. Methods Appl. Mech. Engrg., 145:11–85, 1997

[2]

J.H. Argyris, M. Papadrakakis, C. Apostolopoulou, and S. Koutsourelakis. The tric shell element: theoretical and numerical investigation. Comput. Methods Appl. Mech. Engrg., 182:217–245, 2000

[3]

Andrew W Beeby and RS Narayanan. Designers’ Guide to and . Eurocode 2: Design of Concrete Structures: General Rules and Rules for Buildings and Structural Fire Design. Thomas Telford, 2005.

[4]

Johan Blaauwendraad. Plates and FEM. Springer, 2012.

[5]

BSI. Bs en 1993-1-1: 2005: Eurocode 3. design of steel structures. general rules and rules for buildings, 2005. URL:

[6]

Fédération Internationale du Béton. Practitioners guide to finite element modelling of reinforced concrete structures. State-of-Art Report, 2008. URL:

[7]

X. Huang and M. Xie. Evolutionary Topology Optimization of Continuum Structures: Methods and Applications. Wiley, 2010

[8]

M.T. Huber. The theory of crosswise reinforced ferroconcrete slabs and its application to various important constructional problems involving rectangular slabs. Der Bauingenieur, 4(12):354–360, 1923

[9]

Mäenpää Jukka. Algorithm-aided structural engineering of steel-framed warehouse. Master’s thesis, Tampere University of Technology, 2018. URL:

[10]

Rubin H. Schneider K.-J. Baustatik Theorie I. und II. Ordnung. Werner-Verlag, 1996

[11]

H. Moldenhauer. . Stahlbau, Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin, 81:32–40, 2012

[12]

Robert Woodbury. Elements of Parametric Design. Taylor & Francis Ltd, 2010. ISBN 0415779871. URL:

[13]

R. Vaz Rodriguez, M. Fernàndes Ruiz, A. Muttoni. Shear strength of R/C bridge cantilevers slabs. Engineering Structures 30, p. 3024 - 3033, Elsevier, 2008.

[14]

A. Muttoni, M. Fernàndes Ruiz. Concrete Canopy of "Maison de l´Écriture, URL:

[15]

M. Dorobantu. Efficient Streamline Computations on unstructured Grids, URL:

[16]

A. Elvin, R. Walls, D. Cromberge. Optimising structures using the principle of virtual work, URL:

EN 1992-1-1
EN 1992-1-2
https://www.phd.eng.br/wp-content/uploads/2015/12/en.1993.1.1.2005.pdf
https://www.istructe.org/fibuk/files/fib_bull45_nmg.pdf
https://trepo.tuni.fi/bitstream/handle/123456789/25580/M%C3%A4enp%C3%A4%C3%A4.pdf?sequence=4&isAllowed=y
Die Visualisierung des Kraftflusses in Stahlbaukonstruktionen
https://www.ebook.de/de/product/10781735/robert_simon_fraser_university_canada_woodbury_elements_of_parametric_design.html
http://mfic.ch/wp-content/uploads/2017/08/2014_fib-CH_Montricher.pdf
https://www.researchgate.net/publication/2589275_Efficient_Streamline_Computations_on_Unstructured_Grids
https://www.researchgate.net/publication/279899628_Optimising_structures_using_the_principle_of_virtual_work