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Getting started evolution-fea ® Open Source Finite-Element Code Version 10.4 2D Demo Version for Tablet PCs Getting Started Tutorial 2012-03 evolution OSSP KG http://www.evolution-fea.com

e FEA Demo version for tablet tutorial

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tutorial in using e FEA for tabletl pc. This software used for Finite Element Analysis in structural problem etc.

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  • Getting started

    evolution-fea Open Source Finite-Element Code

    Version 10.4 2D Demo Version for Tablet PCs Getting Started Tutorial 2012-03

    evolution OSSP KG http://www.evolution-fea.com

  • evolution-fea Getting Started Tutorial 2D Demo Version for Tablet PCs

    http://www.evolution-fea.com 2

    Table of Contents Page

    1 About the evolution Open Source Simulation Project 3

    2 Functionality of the GUI 4

    2.1 Opening Model File 5

    2.2 Functionality for Visualization 6

    2.3 Functionality for building Models 8

    2.4 Functionality for evaluating computed Displacements 25

    2.5 Functionality for evaluating computed Stresses 27

    2.6 Functionality for evaluating computed Normal Modes 30

    2.7 Online Help Functions 32

    3 evolution-fea Example Problems 33

    3.1 Static Analysis of a Cantilever Beam, 2D 33

    3.2 Static Analysis of a Crane Hook, 2D 35

    3.3 Static Analysis of a Hip Joint Prothesis, 2D 37

    3.4 Static Analysis of a Main Bearing Wall, 2D 39

    3.5 Normal Modes Analysis of a Cantilever Beam, 2D 41

    4 evolution-fea Tutorial 42

    4.1 Meshing & linear static Analysis of a Cantilever Beam 2D 42

    4.1.1 Importing CAD Model 43

    4.1.2 Generating FE Nodes 44

    4.1.3 Popping-Up FE Elements 45

    4.1.4 Defining Material Properties 47

    4.1.5 Assigning Restraints 48

    4.1.6 Applying Load 49

    4.1.7 Saving Model on File & performing linear static Analysis 50

    4.1.8 Evaluating Analysis Results 51

    4.2 Meshing & linear static Analysis of a Crane Hook 2D 57

    4.2.1 Importing CAD Model 58

    4.2.2 Processing CAD Model for automatic Meshing 59

    4.2.3 Generating hybrid Membrane Elements automatically 60

    4.2.4 Defining Material Properties 61

    4.2.5 Assigning Restraints 62

    4.2.6 Applying Load 63

    4.2.7 Saving Model on File & performing linear static Analysis 64

    4.2.8 Evaluating Analysis Results 65

    4.2.9 Refining Mesh locally & re-calculating Stress Distribution 68

    5 Modifying the Initialization File 72

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    AK32 Task Force Members

    1 About the evolution Open Source Simulation Project

    Developing better products faster & at reduced costs...

    given economic, ecological & technological challenges force companies to take convenient measures to

    achieve both a higher productivity and a better quality of their products.

    With this respect the evolution Open Source Simulation Project has been designed to initiate a radical change

    towards simulation based product development, and to be a key driver for developing better products faster and at

    reduced costs, across all industries.

    The project builds on the highly advanced Simulation

    Software evolution-fea which was born out of the AK32

    Task Force 'Engine Simulation' of the German car makers

    Audi, BMW, Daimler, Porsche & VW recently and on an

    Open Source Business Model.

    Open sourcing the evolution-fea Code means that you are

    given the complete source code. And, the code does not

    have a use-by-date or sunset clause. You can use it now

    and forever, and you have the entire open source

    community provide ongoing development and support.

    About evolution-fea

    evolution-fea has been designed to boost the state-of-the-art of simulation in structural mechanics, and it is

    primed for optimizing CAE processes with respect to accuracy, speed & costs. Among its key features are:

    hybrid Finite Elements for analysis results close to reality

    iterative solvers for very short analysis times

    highly advanced algorithms for nonlinear analyses of structural dynamics & acoustics

    automatic FE meshing & knowledge based systems

    hardware independence and support for virtual PCs

    best-in-class usability

    This 2D Demo Version has been designed to illustrate core functionality of the evolution-fea code. It focusses on

    hybrid membrane elements and supports Tablet PCs. Please download your free Persional Version of the FTN95

    Fortran Compiler from http://www.silverfrost.com and install it on your PC prior to working with evolution-fea.

    And, don't hesitate to contact us if you have any questions.

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    2 Functionality of the 2D GUI

    The graphical user interface (GUI) of evolution-fea- offers tailored functionality for pre- & post-processing. Self-

    explaining pull-down menus and ease-of-use icon technologies are available for processing CAD data, generating

    FE models, defining restraints & loads, and evaluating analysis results by just a few mouse clicks. NO

    KEYBOARD IS REQUIRED!

    The related features and steps of operation are described in the following chapters.

    Issues: Opening Model File (Chapter 2.1) Functionality for Visualization (Chapter 2.2) Functionality for building Models (Chapter 2.3) Functionality for evaluating computed Displacements (Chapter 2.4) Functionality for evaluating computed Stresses (Chapter 2.5) Functionality for evaluating computed Normal Modes (Chapter 2.6) Online Help Functions (Chapter 2.7) Sample File: c:\e-fea\xamples\mbw2.xfe Model File

    Main Bearing Wall Pre- & Post-Processing Samples

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    2.1 Opening Model File

    Steps: '1 Select ' '2 Select Model File Name from List'

    Selecting Model File Name from List

    or: '2 Select ' '3 Specify Model File Name'

    Opening Model File

    Specifying Model File Name

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    2.2 Functionality for Visualization

    Main Bearing Wall with Restraints & Loads

    Denotation:

    Steps: '1 Activate ' '2 Click/hold left Mouse Button' '3 Drag Mousecursor to define Window'

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Select '

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    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Specify Direction of Motion by clicking a Vector Tip of '

    Denotation:

    Steps: '1 Select ' Note: 'Modify Raster Width by clicking Icon with right Mouse Button & selecting numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Specify Size of displayed Area'

    Denotation: < Create Screen-Shot>

    Steps: '1 Select < Create Screen-Shot>' '2 Specify PCX File Name by selecting alpha-numerical Keyboard Icons'

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    2.3 Functionality for building Models

    Main Bearing Wall with Restraints & Loads

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Select '

    Denotation:

    Application: see Page 10f

    Denotation:

    Application: see Page 12f

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    Denotation:

    Application: see Page 14ff

    Denotation:

    Application: see Page 17f

    Denotation:

    Application: see Page 19f

    Denotation:

    Application: see Page 21f

    Denotation:

    Application: see Page 23f

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    Sub Icons of

    Main Bearing Wall CAD Wireframe

    Denotation:

    Steps: '1 Read CAD Wireframe Model' '2 Select '

    Denotation:

    Steps: '1 Activate ' '2 Select CAD Elements by Mouseclicks' '3 Select '

    Denotation:

    Steps: '1 Select '

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    Denotation:

    Steps: '1 Activate ' '2 Select CAD Elements by Mouseclicks'

    Denotation:

    Steps: '1 Select '

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    Sub Icons of

    Main Bearing Wall FE Model

    Denotation:

    Steps: '1 Activate ' '2 Create/Delete Nodes by Mouseclicks or create Nodes by editing Coordinates with numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Specify new Nodal Position by Mouseclicks or by editing Coordinates with numerical Keyboard Icons'' '3 Select Node for Translation'

    Denotation:

    Steps: '1 Activate ' '2 Move Mousecursor to specific Node to indicate ID'

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    Denotation:

    Steps: '1 Read CAD Wireframe Model' '2 Activate ' '3 Specify Target Nodal Distance using numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Click/hold left Mouse Button' '3 Drag Mousecursor to define Window'

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    Sub Icons of

    Main Bearing Wall FE Model

    Denotation:

    Steps: '1 Activate ' '2 Select Nodal Points to define Element'

    Denotation:

    Steps: '1 Activate ' '2 Select four Nodal Points to define Macro' '3 Specify No. of Elements to be generated by selecting Input Fields and numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Move Cursor inside Nodes of Target Element' '3 Click left Mouse Button to generate Element'

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    Denotation:

    Steps: '1 Activate ' '2 Move Cursor inside Nodes of Target Element' '3 Click left Mouse Button to generate Element'

    Denotation:

    Steps: '1 Activate ' '2 Select Elements by Mouseclicks or Window' '3 Select '

    Denotation:

    Steps: '1 Activate ' '2 Select Elements by Mouseclicks or Window' '3 Select '

    Denotation:

    Steps: '1 Activate ' '2 Specify Element Type & Quality Criteria by selecting Input Fields and numerical Keyboard Icons'

    Denotation:

    Steps: '1 Select '

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    Denotation:

    Steps: '1 Acticate ' '2 Select Elements by Mouseclicks'

    Denotation:

    Steps: '1 Acticate ' '2 Click/hold left Mouse Button' '3 Drag Mousecursor to define Window'

    Denotation:

    Steps: '1 Select '

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    Sub Icons of

    Main Bearing Wall FE Model

    Denotation:

    Steps: '1 Activate ' '2 Select CAD Model Area by Mouseclicks' '3 Activate ' '4 Specify Target Element Length by selecting numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Specify CAD Model Area by Mouseclicks' '3 Acticate ' '4 Specify Target Element Length by selecting numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Select CAD Model Area by Mouseclicks'

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    Denotation:

    Steps: '1 Select '

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    Sub Icons of

    Main Bearing Wall Material Property IDs

    Denotation:

    Steps: '1 Activate ' '2 Specify Target Material ID by selecting numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Specify Properties for Target Material ID by selecting Input Fields and numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Select Elements by Mouseclicks'

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    Denotation:

    Steps: '1 Activate ' '2 Click/hold left Mouse Button' '3 Drag Mousecursor to define Window'

    Denotation:

    Steps: '1 Select '

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    Sub Icons of

    Main Bearing Wall Assigned Restraints

    Denotation:

    Steps: '1 Select Nodes by Mouseclicks or Window' '2 Select '

    Denotation:

    Steps: '1 Select Nodes by Mouseclicks or Window' '2 Select '

    Denotation:

    Steps: '1 Select Nodes by Mouseclicks or Window' '2 Select '

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    Denotation:

    Steps: '1 Select restrained Nodes by Mouseclicks or Window' '2 Select '

    Denotation:

    Steps: '1 Activate ' '2 Select Nodes by Mouseclicks'

    Denotation:

    Steps: '1 Activate ' '2 Click/hold left Mouse Button' '3 Drag Mousecursor to define Window'

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    Sub Icons of

    Main Bearing Wall Applied Loads

    Denotation:

    Steps: '1 Select Nodes by Mouseclicks or Window' '2 Activate ' '3 Specify Nodal Forces by selecting Input Fields and numerical Keyboard Icons'

    Denotation:

    Steps: '1 Select loaded Nodes by Mouseclicks or Window' '2 Select '

    Denotation:

    Steps: '1 Activate ' '2 Select Nodes by Mouseclicks'

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    Denotation:

    Steps: '1 Activate ' '2 Click/hold left Mouse Button' '3 Drag Mousecursor to define Window'

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    2.4 Functionality for evaluating computed Displacements

    Icons

    Main Bearing Wall Computed Deformation

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Activate ' '2 Specify Fringe Values by selecting Input Fields and numerical Keyboard Icons'

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    Denotation:

    Steps: '1 Activate ' '2 Specify Deformation Scale Factor by selecting numerical Keyboard Icons'

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Activate ' '2 Move Mousecursor to specific Node to indicate ID'

    Denotation:

    Steps: '1 Select '

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    2.5 Functionality for evaluating computed Stresses

    Icons

    Main Bearing Wall Computed Stress Distribution

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Select '

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    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Activate ' '2 Specify Fringe Values by selecting Input Fields and numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Specify Deformation Scale Factor by selecting numerical Keyboard Icons'

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    Denotation:

    Steps: '1 Activate ' '2 Move Mousecursor to specific Node to indicate ID'

    Denotation:

    Steps: '1 Select '

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    2.6 Functionality for evaluating computed Normal Modes

    Icons

    Main Bearing Wall Computed Normal Mode

    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Activate ' '2 Specify Normal Mode ID by selecting numerical Keyboard Icons'

    Denotation:

    Steps: '1 Activate ' '2 Specify Deformation Scale Factor by selecting numerical Keyboard Icons'

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    Denotation:

    Steps: '1 Select '

    Denotation:

    Steps: '1 Select '

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    2.7 Online Help Functions

    Moving the mousecursor to an icon makes the Icon Functionality be displayed in the status line at the bottom right

    corner of the evolution-fea GUI. And, the related Steps of Operation can be triggered directly within the GUI by

    clicking the icon with the right mouse button.

    Online Help Function Examples:

    Pre-Processing

    Post-Processing

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    3 evolution-fea Example Problems

    3.1 Static Analysis of a Cantilever Beam, 2D

    Sample Files:

    c:\e-fea\xamples\cbeam2.xfe Model c:\e-fea\xamples\cbeam2.pch Results

    Element Type: hybrid Membrane Elements No. of Nodes: 63 No. of Elements: 40

    FE Model with Restraints & Load

    Displaying/Specifying Material Properties

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    Indicating applied Nodal Load

    Indicating computed Nodal Displacements

    Indicating Reference Stress Value

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    3.2 Static Analysis of a Crane Hook, 2D

    Sample Files:

    c:\e-fea\xamples\chook2.xfe Model c:\e-fea\xamples\chook2.pch Results

    Element Type: hybrid Membrane Elements No. of Nodes: 581 No. of Elements: 557

    FE Model with Restraints & Loads

    Indicating computed Nodal Displacements

    Indicating Displacement Component y

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    Indicating Reference Stresses (zoomed View)

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    3.3 Static Analysis of a Hip Joint Prothesis, 2D

    Sample Files:

    c:\e-fea\xamples\hjproth2.xfe Model c:\e-fea\xamples\hjproth2.pch Results

    Element Type: hybrid Membrane Elements No. of Nodes: 891 No. of Elements: 803

    Model, Restraints & Load (Body Weight & Muscle Tension)

    Displaying Material Property IDs

    Indicating computed Nodal Displacements

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    Indicating Displacement Component y

    Indicating Reference Stress Value

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    3.4 Static Analysis of a Main Bearing Wall, 2D

    Sample Files:

    c:\e-fea\xamples\mbw2.xfe Model c:\e-fea\xamples\mbw2.pch Results

    Element Type: hybrid Membrane Elements No. of Nodes: 609 No. of Elements: 540

    Model with Restraints, Assembly & Gas Loads

    Displaying Material Property IDs

    Indicating computed Nodal Displacements

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    Indicating Displacement Component y

    Indicating Reference Stress Value

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    3.5 Normal Modes Analysis of a Cantilever Beam, 2D

    Sample Files:

    c:\e-fea\xamples\cbeam2.xfe Model

    Element Type: hybrid Membrane Elements No. of Nodes: 63 No. of Elements: 40

    FE Model with Restraints

    Displaying List of computed Frequencies

    Displaying 1st Order Bending Mode, 830 Hz

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    4 evolution-fea Tutorial

    4.1 Meshing & linear static Analysis of a Cantilever Beam

    Computed Reference Stresses

    Input File:

    c:\e-fea\xamples\cbeam2.dxf CAD Model File DXF Format Steps: Importing CAD Model (Chapter 4.1.1) Generating FE Nodes (Chapter 4.1.2) Popping-Up FE Elements (Chapter 4.1.3) Defining Material Properties (Chapter 4.1.4) Assigning Restraints (Chapter 4.1.5) Applying Load (Chapter 4.1.6) Saving Model on File & performing linear static Analysis (Chapter 4.1.7) Evaluating Analysis Results (Chapter 4.1.8)

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    4.1.1 Importing CAD Model

    Operation: 'Read CAD Wireframe Model from File'

    Steps: '1 Select ' '2 Specify File Name by selecting alpha-numerical Keyboard Icons'

    Opening CAD Model File

    Specifying Input File Name (DXF Format)

    2D Wireframe being displayed

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    4.1.2 Generating FE Nodes

    Operation: 'Generate Nodes on CAD Elements'

    Steps: '1 Select ' '2 Specify Target Nodal Distance, or Element Length respectively by selecting numerical Keyboard Icons'

    Activating Generation of Nodes on CAD Wireframe

    Specifying Target Nodal Distance

    Generated Nodes being displayed

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    4.1.3 Popping-Up FE Elements

    Operation: 'Pop-Up 4-noded hybrid Membrane Elements'

    Steps: '1 Activate ' '2 Move Mousecursor inside Nodes of Target Element' '3 Click left Mouse Button to pop-up Element'

    Moving Mousecursor inside Target Element

    Popping-Up 4-noded hybrid Membrane Element

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    Operation: 'Refine Mesh'

    Steps: '1 Activate ' '2 Click/hold left Mouse Button & drag Mousecursor to define Window' '3 Select '

    Selecting Elements by Window

    Activating Splitting of selected Elements

    Splitted Elements being displayed

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    4.1.4 Defining Material Properties

    Operation: 'Specify Material Properties'

    Steps: '1 Activate ' '2 Specify Properties for Default Material ID 1'

    Activating Specification of Properties

    Specifying Membrane Properties by selecting numerical Keyboard Icons

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    4.1.5 Assigning Restraints

    Operation:

    Steps: '1 Select Nodes by Window' '2 Select '

    Selecting Nodes by Window to assign Restraints

    Assigning Restraints

    Assigned Restraints being displayed

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    4.1.6 Applying Load

    Operation:

    Steps: '1 Select Node by Mouseclick' '2 Activate ' '3 Specify Nodal Forces by selecting Input Field and numerical Keyboard Icons'

    Selecting Node to assign Load

    Specifying Load

    Assigned Load being displayed

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    4.1.7 Saving Model on File & performing linear static Analysis

    Operation: 'Save Model on File & perform linear static Analysis'

    Steps: '1 Select ' '2 Specify File Name by selecting alpha-numerical Keyboard Icons' '3 Select '

    Saving Model on File

    Specifying Output File Name

    Performing linear static Analysis

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    4.1.8 Evaluating Analysis Results

    Evaluating Displacements Operation: 'Display & evaluate computed Nodal Displacements'

    Steps: '1 Select ' '2 Activate & specify Scale Factor with numerical Keyboard Icons'

    Switching to Evaluation of computed Displacements

    Specifying Deformation Scale Factor

    Scaled Deformation being displayed

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    Operation: 'Underlay with undeformed Mesh & indicate Displacements'

    Steps: '1 Select ' '2 Move Mousecursor to specific Node to indicate computed Nodal Displacements'

    Undeformed Mesh being superposed

    Indicating Nodal Displacements

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    Operation: 'Zoom View & indicate Displacement Component x'

    Steps: '1 Activate ' '2 Click/hold left Mouse Button' '3 Drag Mousecursor to define Window' '4 Select ' '5 Move Mousecursor to specific Node to indicate Displacement Component'

    Zooming Front End Section

    Indicating Displacement Component x

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    Evaluating Stresses Operation: 'Display & evaluate computed Nodal Stresses'

    Steps: '1 Select and Von-Mises Reference Stresses are being displayed by Default'

    Switching to Evaluation of computed Nodal Stresses

    Reference Stresses being displayed

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    Operation: 'Zoom View & indicate Stress Value'

    '1 Activate ' '2 Click/hold left Mouse Button' '3 Drag Mousecursor to define Window' '4 Move Mousecursor to specific Node to indicate Stress Value'

    Zooming Rear End Section

    Indicating Reference Stress Value

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    Operation: 'Display Normal Stresses Sigma-X'

    Steps: '1 Select to display Model full-screen' '2 Select '

    Displaying computed Normal Stresses X

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    4.2 Meshing & linear static Analysis of a Crane Hook

    Computed Reference Stresses

    Input File:

    c:\e-fea\xamples\chook2.dxf CAD Model File DXF Format Steps: Importing CAD Model (Chapter 4.2.1) Processing CAD Model for automatic Meshing (Chapter 4.2.2) Generating hybrid Membrane Elements automatically (Chapter 4.2.3) Defining Material Properties (Chapter 4.2.4) Assigning Restraints (Chapter 4.2.5) Applying Load (Chapter 4.2.6) Saving Model on File & performing linear static Analysis (Chapter 4.2.7) Evaluating Analysis Results (Chapter 4.2.8) Refining Mesh locally & re-calculating Stress Distribution (Chapter 4.2.9)

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    4.2.1 Importing CAD Model

    Operation: 'Read CAD Wireframe Model'

    Steps: '1 Select ' '2 Specify File Name by selecting alpha-numerical Keyboard Icons'

    Opening CAD Model File

    Specifying Input File Name (DXF Format)

    2D Wireframe being displayed

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    4.2.2 Processing CAD Model for automatic Meshing

    Operation: 'Mask Pin Axes to create closed Area for Meshing'

    Steps: '1 Activate & zoom Pin Section' '2 Activate ' '3 Select Pin Axes by Mouseclicks' '4 Select '

    Zooming Pin Section

    Selecting CAD Elements by Mouseclicks

    Pin Axis masked

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    4.2.3 Generating hybrid Membrane Elements automatically

    Operation: 'Generate 4-noded hybrid Membrane Elements automatically'

    Steps: '1 Activate ' '2 Select closed Wireframe Area by Mouseclick' '3 Activate ' '4 Specify Target Element Length or confirm Default Length'

    Selecting closed Wireframe Area

    Confirming Default Target Element Length

    Generated Mesh being displayed

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    4.2.4 Defining Material Properties

    Operation: 'Specify Material Properties'

    Steps: '1 Activate ' '2 Specify Properties for Default Material ID 1 by selecting numerical Keyboard Icons'

    Activating Specification of Properties

    Specifying Membrane Properties

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    4.2.5 Assigning Restraints

    Operation:

    Steps: '1 Select Pin Area Nodes by Mouseclicks' '2 Select '

    Selecting Nodes to assign Restraints

    Assigning Restraints

    Assigned Restraints being displayed

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    4.2.6 Defining Load

    Operation:

    Steps: '1 Select Nodes by Mouseclicks or Window' '2 Activate ' '3 Specify Nodal Forces by selecting Input Field and numerical Keyboard Icons'

    Selecting Nodes to assign Loads

    Specifying Loads

    Applied Loads being displayed

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    4.2.7 Saving Model on File & performing linear static Analysis

    Operation: 'Save Model on File & perform linear static Analysis'

    Steps: '1 Select ' '2 Specify File Name by selecting alpha-numerical Keyboard Icons' '3 Select '

    Saving Model on File

    Specifying Output File Name

    Performing linear static Analysis

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    4.2.8 Evaluating Analysis Results

    Evaluating Displacements Operation: 'Display & evaluate computed Nodal Displacements'

    Steps: '1 Select ' '2 Select ' '3 Move Mousecursor to specific Node to indicate Displacements'

    Switching to Evaluation of computed Displacements

    Indicating Nodal Displacements

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    Operation: 'Evaluate Displacement Components y'

    Steps: '1 Select ' '2 Move Mousecursor to specific Node to indicate Displacement Component y'

    Indicating Displacement Component y

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    Evaluating Stresses Operation: 'Display & evaluate computed Nodal Stresses'

    Steps: '1 Select and Von-Mises Reference Stresses are being displayed by Default' '2 Move Mousecursor to specific Node to indicate Stress Value'

    Switching to Evaluation of computed Nodal Stresses

    Indicating Reference Stress Value

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    4.2.9 Refining Mesh locally & re-calculating Stress Distribution

    Operation: 'Switch back to Pre-Processing Mode & refine Mesh locally'

    Steps: '1 Select ' '2 Activate ' '3 Select Elements by Window & select '

    Selecting Elements by Window

    Activating Splitting of selected Elements

    Splitted Elements being displayed

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    Operation: 'Refine Mesh in high stressed Area'

    Steps: '1 Activate & zoom lower Crane Hook Section' '2 Activate ' '3 Select Elements by Window & select ' '4 Update Loads in refined Mesh Section>'

    Zooming lower Crane Hook Section

    Selecting Elements by Window

    Activating Splitting of selected Elements

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    Splitted Elements being displayed

    Indicating updated Loads Operation: 'Save Model & perform linear static Analysis'

    Steps: '1 Select ' '2 Select '

    Saving Model on File

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    Performing linear static Analysis Operation: 'Display deformed Structure & evaluate computed Stresses'

    Steps: '1 Select to display the deformed Structure' '2 Select ' '3 Von-Mises Reference Stresses are being displayed by Default' '4 Move Mousecursor to specific Node to indicate Stress Value'

    Indicating Reference Stress Value

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    5 Modifying the Initialization File

    By modifying the default values of the Initialization File XFEP.INI you are able to design the evolution-fea

    GUI according to your individual needs or preferences. So, feel free to specify your favourite background colours,

    define tailored criteria for your element quality checks, activate automatic storaging and/or choose among many

    other options.

    Excerpt of XFEP.INI:

    Colour Code: 0= black 1= dark blue 2= dark green 3= cyan 4= dark red 5= magenta 6= brown 7= light grey 8= dark grey 9= light blue 10= light green 11= light cyan 12= light red 13= light purple 14= yellow 15= white

    [General Issues] * Language (D=Deutsch, E=English) Sprache= E

    [Colours] * GUI: f1= 15 Background of Display Area f3= 1 Background of Title Section f4 = 15 Text in Title Section . . . * FE Model: f80= 5 Nodes f81= 0 3- & 4-noded Elements f82= 12 Elements being built f83= 11 Rods & Beams f84= 2 Boundary Cond. 'Translations' f85= 9 Boundary Cond. 'Rotations' . . . [Elements] winkmin=45 min. allowable interior Angle [] winkmax=135 max. allowable interior Angle [] sv=4 max. allowable Aspect Ratio [] woelb=15 max. allowable Warping []

    [Other Issues] * Symbol Size of Nodes, Bound Cond. etc. * (1=normal, 2=large, 0=no Symbol) ksymbg = 0 Element Nodes ksymbf = 1 free Nodes rsymb = 1 Boundary Conditions . . . *

    * Beep after Analysis: sound= 1 1=active, 0=not active *

    * Automatisches Speichern/Automatic Storaging: szeit= 0 Time in Minutes (0=no Storaging) . . .

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    Contact

    evolution OSSP KG

    Kaiserfeldgasse 2

    A 8010 Graz / Austria

    http://www.evolution-fea.com