Leaf Spring (Material, Contact, geometric nonlinearity)

Similar documents
2D Liquefaction Analysis for Bridge Abutment

Cable Tension APPENDIX D. Objectives: Demonstrate the use of elastic-plastic material properties. Create an enforced displacement on the model.

Geometric Nonlinear Analysis of a Cantilever Beam

Workshop 8. Lateral Buckling

An example of panel solution in the elastic-plastic regime

An example solution of a panel in the elastic-plastic regime

MSC Nastran N is for NonLinear as in SOL400. Shekhar Kanetkar, PhD

Linear Static Analysis of a Simply-Supported Truss (SI)

Multi Linear Elastic and Plastic Link in SAP2000

Space Objects. Section. When you finish this section, you should understand the following:

Thermal Stress Analysis of a Bi- Metallic Plate

Linear Static Analysis of a Cantilever Beam (SI Units)

You w i ll f ol l ow these st eps : Before opening files, the S c e n e panel is active.

USER S MANUAL 1D Seismic Site Response Analysis Example University of California: San Diego August 30, 2017

Using Thermal Boundary Conditions in SOLIDWORKS Simulation to Simulate a Press Fit Connection

Settlement and Bearing Capacity of a Strip Footing. Nonlinear Analyses

Computer simulation of radioactive decay

Linear Static Analysis of a Cantilever Beam (CBAR Problem)

midas Civil Advanced Tutorial Nonlinear time history analysis of a bridge with seismic isolators

St art. rp m. Km /h 1: : : : : : : : : : : : :5 2.5.

Automatic Watershed Delineation using ArcSWAT/Arc GIS

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises

Assignment 1: Molecular Mechanics (PART 1 25 points)

USER S MANUAL 1D Seismic Site Response Analysis Example University of California: San Diego August 30, 2017

Response Spectrum Analysis Shock and Seismic. FEMAP & NX Nastran

Hooke s Law. Equipment. Introduction and Theory

Tutorial 12 Excess Pore Pressure (B-bar method) Undrained loading (B-bar method) Initial pore pressure Excess pore pressure

EXPERIMENT 4: AN ELECTRICAL-THERMAL ACTUATOR

Spread footing settlement and rotation analysis

Theoretical Manual Theoretical background to the Strand7 finite element analysis system

13 Dewatered Construction of a Braced Excavation

USER S MANUAL. 1D Seismic Site Response Analysis Example. University of California: San Diego.

8/1/2009. CAE 7962 Presentation

Module 10: Free Vibration of an Undampened 1D Cantilever Beam

Activity 8b - Electric Field Exploration

Watershed Modeling Orange County Hydrology Using GIS Data

Axisymmetric Modeling. This tutorial gives an overview of axisymmetric modeling. Learn how to:

Chapter 5. Vibration Analysis. Workbench - Mechanical Introduction ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved.

Creating Axisymmetric Models in FEMAP

Lab 1 Uniform Motion - Graphing and Analyzing Motion

Activity Tensile Testing SIM

Software Verification

Part 6: Dynamic design analysis

Multiphysics Modeling

3D Molecule Viewer of MOGADOC (JavaScript)

Sample Alignment Part

Sherlock Tutorial Plated Through Hole (PTH) Fatigue Analysis

Example Application 12. Embankment Loading on a Cam-Clay Foundation

Simulation of FEA_ES00187

Nonlinear analysis in ADINA Structures

D && 9.0 DYNAMIC ANALYSIS

Exercises for Windows

Roark s Formulas for Excel Superposition Wizard

Sample Alignment (2D detector) Part

Verification of a Micropile Foundation

Tutorial. Getting started. Sample to Insight. March 31, 2016

Analysis of a single pile settlement

Lab 1: Dynamic Simulation Using Simulink and Matlab

Module I: Two-dimensional linear elasticity. application notes and tutorial. Problems

Dynamics Manual. Version 7

Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases

Analysis of Planar Truss

Structural Mechanics Module

ES205 Analysis and Design of Engineering Systems: Lab 1: An Introductory Tutorial: Getting Started with SIMULINK

BioMechanics and BioMaterials Lab (BME 541) Experiment #5 Mechanical Prosperities of Biomaterials Tensile Test

Task 1: Open ArcMap and activate the Spatial Analyst extension.

Collisions and conservation laws

DISPENSA FEM in MSC. Nastran

Stress analysis of deflection analysis flexure and obif Vertical Load orientation

Depletion Analysis of an Oilfield

How to Perform a Site Based Plant Search

Project. First Saved Monday, June 27, 2011 Last Saved Wednesday, June 29, 2011 Product Version 13.0 Release

3. Overview of MSC/NASTRAN

Analysis of the horizontal bearing capacity of a single pile

Nonlinear Finite Element Modeling of Nano- Indentation Group Members: Shuaifang Zhang, Kangning Su. ME 563: Nonlinear Finite Element Analysis.

WindNinja Tutorial 3: Point Initialization

GEO E1050 Finite Element Method Autumn Lecture. 9. Nonlinear Finite Element Method & Summary

progeny. Observe the phenotypes of the F1 progeny flies resulting from this reciprocal cross.

Finite Element Solutions for Geotechnical Engineering

Tutorial Number 18: Heat transfer analysis of a teapot

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure

v Prerequisite Tutorials GSSHA WMS Basics Watershed Delineation using DEMs and 2D Grid Generation Time minutes

Module 2: Thermal Stresses in a 1D Beam Fixed at Both Ends

Tutorial 23 Back Analysis of Material Properties

Random Vibration Analysis in FEMAP An Introduction to the Hows and Whys

INTRODUCTION TO STRAIN

1 Slope Stability for a Cohesive and Frictional Soil

SRM assay generation and data analysis in Skyline

1 Introduction to Computational Chemistry (Spartan)

FEM Validation. 12th January David Schmid Teamleader Structural Analysis

CAEFEM v9.5 Information

Plane and axisymmetric models in Mentat & MARC. Tutorial with some Background

Winmostar tutorial LAMMPS Polymer modeling V X-Ability Co,. Ltd. 2017/7/6

midas NFX 2015 R1 Release Note

Unit M1.5 Statically Indeterminate Systems

EXPERIMENT 4 ONE DIMENSIONAL MOTION

ENGN 2340 Final Project Report. Optimization of Mechanical Isotropy of Soft Network Material

Computational Materials Modeling FHLN05 Computer lab

Non-Linear Finite Element Methods in Solid Mechanics Attilio Frangi, Politecnico di Milano, February 17, 2017, Lesson 5

BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION

Transcription:

00 Summary Summary Nonlinear Static Analysis - Unit: N, mm - Geometric model: Leaf Spring.x_t Leaf Spring (Material, Contact, geometric nonlinearity) Nonlinear Material configuration - Stress - Strain Curve definition creation of Contact Condition - General Contact (Rubbing consideration) Boundary and Load conditions - Pinned, User defined - Translational Disp. Results verification - Total displacement - View of results in animation Leaf Spring

00 Analysis Summary Tutorial purpose Creation of nonlinear contact - Create nonlinear contact with manual contact function. - Define contact between surfaces which are not in contact at the initial stage of the analysis, but will enter in contact during the analysis - Make the model return to its initial position using Subcases Analysis Summary Target model Boundary Condition (Pinned, User defined) Load (Translational Disp.) Translational Disp. (After -ZAxis 8mm Translation, Return to its original position) Pinned User defined (X,YAxis Boundaries ) Leaf Spring

00 Analysis Summary Manual Contact Not in contact at the beginning of the Analysis. After a vertical displacement in the bottom direction, the contact will be established Contact establishment Contact establishment In this case, it is difficult to define automatically the contact when the spring isn t in contact with the plate. The user has to define manually the surfaces where the contact will be established. Let s see how a manual contact can be assigned in the Step 07 of this tutorial. Leaf Spring

0 Model > Geometry> Import Click on [ ] (New) Icon. Click on [Geometry] - [Import]. Model: Select Leaf Spring.x_t. Uncheck [Search Contact Faces]. Click on [Open]. Tutorial Models are at the same location than midas NFX in the folder Manuals / Tutorials /Files If the option [Search Contact Faces] is checked, contacts will be automatically defined to the faces in contact. The purpose of this tutorial is to learn how to apply the contacts, so we will uncheck this option. Please verify the length unit of the model! Leaf Spring

0 Model > Geometry> Material Click on [Geometry] - [Material]. ID:, Name: Enter Spring. Select [Nonlinear] Tab. Type of Material nonlinearity: Select "Elasto Plastic". Elastic Modulus: Enter 69.. Poisson's ratio: Enter 0.66. 6 Check "Stress strain Data". 7 Click on the icon "Data Creation". 6 7 By clicking on this Tab, a nonlinear material is automatically defined. Explanation continues On the next page Enter the Stress - Strain Curve. Leaf Spring

0 Model > Geometry> Material Name: Enter Nonlinear Material. Strain: (0), Stress: (0) Strain: (0.00), Stress: (6.70) Strain: (0.0000), Stress: (6.70) Strain: (0.0087), Stress: (76.) Strain: (0.08), Stress: (.96) Strain: (0.070), Stress: (8.6) Strain: (0.07), Stress: (.) Strain: (0.060), Stress: (9.) Strain: (0.087), Stress: (.7) Strain: (0.07), Stress: (8.) Strain: (0.), Stress: (60.0) Click on [OK]. Stress - Strain Data: Select Nonlinear material. Click on [OK]. For this tutorial, a plastic type stressstrain curve is used. The second point 0.00 is the last point of the elastic section for this material and then it will be defined as the yield stress. Leaf Spring 6

0 Model > Geometry> Material Click on [Geometry] - [Material]. ID:, Name: Enter Rigid. Elastic Modulus: Enter.e. Poisson's ratio: Enter 0.66. Click on [OK]. Leaf Spring 7

0 Model > Geometry> Material (Material Assignment) After selection of the model in the working window, Right-click with the mouse. Select [Material] >[Spring]. Leaf Spring 8

06 Model > Geometry> Material (Material Assignment) After selection of the model in the working window, Right-click with the mouse Select [Material] > [Rigid]. Leaf Spring 9

07 Model > Geometry> Contact 6 7 8 9 0 Click on [Geometry] - [Contact]. Select [Manual Contact] Tab. Select "Surface to Surface Contact". Contact Type: Select "General contact". Master Faces: Select Surface. (Select the upper face of the plate.) Slave Faces: Select Surfaces. (Select the both side surfaces below the spring model.) Click on the icon [ ] at the right of the contact parameters. ID:, Name: Enter Friction. Coefficient of Static Friction : Select 0.. Click on [OK]. Contact Parameters: Select Friction. Click on [OK]. 8 General Contact: if general contact is used between two surfaces, when these two surfaces are in contact or not, the analysis is always possible, Master plane is displayed in red, whereas slave plane is displayed in blue. 6 7 0 9 Leaf Spring 0

08 Model > Boundary > Support Click on [Boundary] - [Support]. Click on [ ] (Top) Icon. Name: Enter Support. Target: Select Surfaces (Reference 6 Picture) Condition: Select [Pinned]. Click on [Apply]. 6 Leaf Spring

09 Model > Boundary > Support Name: Enter X,Y Fix. Method: Select [User defined]. Target: Select Plane. (Reference picture) DOF: Select [Tx], [Ty]. Click on [OK]. In order to restraint the movement of the spring in Z direction only, we have to fix its translation in X and Y directions. Leaf Spring

0 Model > Static load >Translational Disp. Click on [Static Load] - [Translational Disp.]. Click on [ ] (Isometric). Name: Enter 8mm Translation. Target: Select Plane. (Reference picture) Components: Check [ZAxis], 6 Enter -8. Click on [Apply]. The spring model will be moving of 8mm in the Z direction After the movement down of the spring, the spring will return to its initial position (next page) 6 Leaf Spring

Model > Static load >Translational Disp. Name: Initial position 입력. Target: Select Plane. (Reference picture) Components: Check [ZAxis], Enter 0. Click on [OK]. The spring returns to its initial position. In analysis case, a subcase will be created and Initial position will be associated to it. Leaf Spring

Model > Mesh > Auto Mesh Click on [Mesh] - [Auto Mesh]. Target: Select All the Models ( Models). Select High Speed Tetra Mesher Click on [OK]. Leaf Spring

Analysis and Results > Analysis Case > Creation (Subcase Setting) Click on [Analysis case] - [Create]. Name: Enter Leaf Spring. Analysis Type: Select [Nonlinear static]. In the bottom corner of the window [Subcase Setting], click on [Create] and choose [Nonlinear Static Analysis] to create a new Subcase. Subcase creation Leaf Spring 6

Analysis and Results > Analysis Case > Creation (Subcase Setting) <Change Subcase name> Select Nonlinear Static Analysis (Required), press the button F of the keyboard and enter 8mm Translation Select Subcase#, press the button F of the keyboard and enter Original position. <Analysis Condition Activation> By clicking on the Icon [ ] at the left of the Active part Sets, you can move the Analysis conditions to the newly created Subcase. Leaf Spring 7

Analysis and Results > Analysis Case > Creation (Subcase Setting) In the Subcase 8mm Translation, Select the Load Original position and Do a Drag-and-drop with the mouse to drop it in the window All Sets. In the Subcase Original position, Select the Load 8mm Translation and Do a Drag-and-drop with the mouse to drop it in the window All Sets. In the first Subcase, the spring is moving down of 8mm. In the second Subcase, the spring returns to its initial position. Leaf Spring 8

6 Analysis and Results > Analysis Case > Creation (Analysis Control) Click on [ ] (Analysis Control) Icon. Select [Nonlinear] Tab. Number of increments: Enter 0. Check [Displacement], Uncheck [Load], 6 Check [Work]. Check [Geometry Nonlinear]. Click on [OK]. 7 Click on [OK]. 7 Total displacement (8mm) will be calculated in 0 time steps. To allow large deformations, Geometry nonlinear option should be checked. 6 Leaf Spring 9

7 Analysis and results > Analysis > Perform Click on [Analysis] - [Perform]. Click on [OK]. Save with another Name: Enter Leaf Spring. Click on [Save(S)]. When the analysis perform is launched, Midas NFX Solver will automatically begin to work. You can stop the analysis by pressing the button Stop Execution! Leaf Spring 0

8 Analysis and Results working Tree> Leaf Spring > Nonlinear Static Analysis > Total displacement (8mm Translation) Select Real Scale. In the Analysis and results working Tree, double-click on 8mm Translation INCR=, Total displacement Click on [ ] (Multi - Step animation Recording). Click on [ ] (Play) Icon This is the analysis result of the 8mm down translation. the animation can be displayed from step to. Leaf Spring

9 Analysis and Results working Tree> Leaf Spring > Nonlinear Static Analysis > Total displacement (Original displacement) Select Real Scale. In the Analysis and results working Tree, double-click on Original position INCR=0, Total displacement Click on [ ] (Multi - Step animation Recording). Click on [ ] (Play) Icon As the model is subject to large deformations, the material is in plastic deformation state and can t return to its original state After the 8mm down translation, the spring returns to its original position. the animation can be displayed from step to 0. Leaf Spring