1 MME3360b Assignment 016.25% of final mark Each problem is worth 25% of assignment mark Unless otherwise stated, use SI units: displacement [mm] stress.

Slides:



Advertisements
Similar presentations
FEA Reference Guide See additional material herehere.
Advertisements

Parameterizing a Geometry using the COMSOL Moving Mesh Feature
By: Rachel Sorna and William weinlandt
1 By Terence James Haydock Pressure Vessel A simulated response in ANSYS.
WS11-1 VND101, Workshop 11 MSC.visualNastran 4D Exercise Workbook Bracket.
ME 450 Group Adrian Conrad Chris Cook Thomas Hylton Nathan Wagers High Pressure Water Fixture Conceptual Design Analysis December 10, 2007.
Project 2: Torque-Arm Modeling, Simulation and Optimization
1 THE ACCURACY OF FEA. 2 REALITY MATHEMATICAL MODEL FEA MODEL RESULTS Discretization error Modeling error Solution error Discretization error is controlled.
Chapter 17 Design Analysis using Inventor Stress Analysis Module
Copyright 2001, J.E. Akin. All rights reserved. CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress Analysis.
Tutorial 2 SSMA Cee in Compression: 600S F y = 50ksi Objective To model a typical Cee stud in compression and determine the elastic critical local.
AE4131 ABAQUS Lecture Part III
The problem to be solved is specified in a) the physical domain and b) the discretized domain used by FEA Governing principle law :
Copyright © 2002J. E. Akin Rice University, MEMS Dept. CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress.
Introduction to ABAQUS 27 th February, Units Before starting to define any model, you need to decide which system of units you will use. ABAQUS.
Introduction to Finite Element Analysis for Structure Design Dr. A. Sherif El-Gizawy.
DesignXplorer Parameter Manager Workshop 9. DesignXplorer Parameter Manager Workshop Supplement August 26, 2005 Inventory # WS9-2 Workshop 9 – Goals.
Workshop A12-2 Fatigue: Strain-Life.
Can Bottom Snap-through
MODULE 12 RANDOM VIBRATION.
Available elements in SWS when discretising a model A Lozzi 2013 shown below is a pipe elbow represented with a variety of elements. are the earliest elements,
1 Calorimeter Thermal Analysis with Increased Heat Loads September 28, 2009.
1 sphere_derror.sldprt at 100MPa pressure Should be zero Should be 78540N Should be zero Should be 78540N.
ANSYS Fundamentals This document contains no technical data subject to the EAR or the ITAR.
University of Puerto Rico at Mayagüez Department of Mechanical Engineering Introduction to NX 6.0 Tutorial 1 Modified by (2011): Dr. Vijay K. Goyal and.
Raft & Piled-raft analysis (Soil-structure interaction analysis)
1 Tutorial 5-1: Part Sketch / Geometric Constraints.
Solid Mechanical Simulation by given assignment with specific parameters Chavdar O. Spasov An Exam University of Chemical Technology and Metallurgy 19/20/2010.
University of Puerto Rico at Mayagüez Department of Mechanical Engineering Introduction to NX 6.0 Tutorial 4 Modified by (2011): Dr. Vijay K. Goyal and.
1 MME3360b Assignment 04 10% of final mark 6 problems, each worth 16.7% of assignment mark Due April 9 th, 2012.
In these tutorials the use adaptive mesh refinement will be review Workbench 12.1 Aalborg Universitet esbjerg Søren Heide Lambertsen.
Features: 1. 2D structural analysis (plane stress) 2. Static analysis 3. Quarter symmetric 4. SI units 5. Only the yoke is modeled 6. Material properties.
© 2011 Autodesk Freely licensed for use by educational institutions. Reuse and changes require a note indicating that content has been modified from the.
Comparing 2D and 3D Structural Analysis Workshop 4.2.
Hertz Contact Estimated Time for Completion: 30 minutes Experience Level: Lower MSC.Marc 2005r2 MSC.Patran 2005r2.
9.0 New Features Metal Shaft with Rubber Boot Workshop 7 Load Steps in Workbench.
Focusing Coil Support Tube Stress Analysis under different static load Stephanie Yang, Oxford University MICE collaboration meeting at CERN March 29 –
WS12-1 VND101, Workshop 12 MSC.visualNastran 4D Exercise Workbook Bike Release Lever.
MODULE 08 MULTIDEGREE OF FREEDOM SYSTEMS. 2 Structure vibrating in a given mode can be considered as the Single Degree of Freedom (SDOF) system. Structure.
1 HOW MANY ELEMENTS? How to choose element size? –Critically important in obtaining good results –Mesh refinement improves solution accuracy. –How small.
Sectionals Sliced view of a part or component in a drawing showing its internal make up.componentdrawing.
Rib Forging Workshop Nine REFERENCE: Training Manual Viscoplasticity (5-35)
1 MME3360b Assignment 0310% of final mark Due date:March 19, 2012 Five problems each worth 20% of assignment mark.
CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress Analysis –Thermal Analysis –Structural Dynamics –Computational.
Practice Problems for Axisymmetric Planar Elements Jake Blanchard Fall 2007.
Crank Shaft Workshop 5 Submodeling. Workshop Supplement October 30, 2001 Inventory # W Submodeling Crank Shaft Description Perform a submodeling.
Finite Element Analysis of a CNC Milling Machine Vice and Potential Modifications. Phil Miller Finite Element Analysis in Design – DP238.
Task2: Liquid Metal Target Thermo hydraulic and structural analysis of the Eurisol liquid metal target Ashrafi-Nik M. * C.E.R.N, AB Department, ATB Group.
Comparing 2D and 3D Structural Analysis Winter Semester
Metal Plasticity. Goal – Introduce a nonlinear metal plasticity material to the same large deflection model from the first workshop regarding the non-linear.
Chapter 5 Armature Gap Sweep Workshop 4. Training Manual Electromagnetic Analysis in Workbench March 4, 2005 Inventory # Workshop #2: Armature.
TORSION OF A SHAFT WITH A SHOULDER FILLET
Stress Relaxation Workshop Six REFERENCE: Training Manual Implicit Creep (4-32)
Error calculations and error convergence Winter Semester
Lagouge TARTIBU KWANDA Mechanical Engineering
WORKSHOP 7 LINEAR CONTACT
WORKSHOP 2 SOLID-TO-SOLID CONTACT
TUTORIAL 4 POST-PROCESSING
WORKSHOP 11 PRESS FIT CAT509, Workshop 11, March 2002 WS11-1.
Workshop 5A Metal Plasticity
POSTPROCESSING Review analysis results and evaluate the performance
FEA Analysis of the LHCB Velo RF foil
WORKSHOP 10 ANNULAR PLATE
CAD and Finite Element Analysis
BICYCLE PEDAL STATIC ANALYSIS
Module 6 Submodeling.
ENFORCED MOTION IN TRANSIENT ANALYSIS
Workshop 2.1 ANSYS Mechanical Basics.
Dr. Farzad Fariba دکتر فرزاد فریبا
Bicycle Wrench Analysis
Presentation transcript:

1 MME3360b Assignment % of final mark Each problem is worth 25% of assignment mark Unless otherwise stated, use SI units: displacement [mm] stress [MPa]

2 PROBLEM 1a Perform convergence analysis of HOLLOW PLATE (chapter 2) by means of global mesh refinement. Use three meshes: coarse, default and fine. Summarize displacement and von Mises stress results in the table Graph (Excel) the following as function of the number of degrees of freedom, use log scale on x axis. maximum resultant displacement maximum von Mises nodal stress (averaged stress) maximum von Mises element stress (non averaged stress) Explain the reasons why displacement and stress increase with the increase of the number of degrees of freedom. Explain why the difference between the nodal and element stress decreases with mesh refinement. Explain why the effect of mesh refinement is much greater for von Mises stress that for maximum displacement. #DOFDisplVMnodalVMelement VMnodal - VMelement mesh 1 mesh 3

3 PROBLEM 1b Repeat solution of problem 1a using h-adaptive solution method. Use a coarse mesh (different from problem 1a) as a starting point. Use settings as shown below. Create graph showing convergence of von MIses stress, use graph tool in SW Simulation. Summarize results from the final run in the table: #DOFDisplVMnodalVMelement VMnodal- VMelement h adaptive

4 PROBLEM 2a Use model configuration without round fillet. Perform convergence process of L BRACKET (chapter 3) using local mesh bias (mesh control). Create the same table and graph (Excel) as in PROBLEM 1a Explain the reasons for divergent stresses. PROBLEM 2b Use model configuration without round fillet. Perform convergence process of L BRACKET using h adaptive process with default mesh as a starting point. Create the same table as in PROBLEM 1b. Use graph tool in SW Simulation to prepare the graph. Explain the reasons for divergent stresses. PROBLEM 2c Use model configuration with round fillet. Perform convergence process of L BRACKET (chapter 3) using h adaptive process with default mesh as a starting point. Create the same table and graph as in PROBLEM 1b. Use graph tool in SW Simulation to prepare the graph. Explain the reasons for convergent stresses.

5 PROBLEM 3 Find the maximum force load that model BRACKET (chapter 13) will take. Cut model in half and define symmetry boundary conditions. Material is aluminum 1060 (re-define this material in SW model). Make your conclusions based on converged results, obtain converged results using your choice of convergence method. Use SI units (MPa). Use the factor of safety 2. Discuss the safety criterion you use. Save your discussion in the properties of Simulation study. Max. force load? Symmetry B.C.

6 PROBLEM 4 Find the maximum pressure magnitude the model CLIP will take (chapter 15). Material is ceramic porcelain (re-define this material in SW model). Make your conclusions based on converged results, obtain converged results using your choice of convergence method. Use English units. Use the factor of safety 2. Discuss the safety criterion you use. Save your discussion in the properties of Simulation study. pressure ? Fixed restraint to the bottom

7 Electronic deliverables You will have created the following Simulation studies (study names in blue): HOLLOW PLATE with the following studies: Problem 1a01 coarse, 02 default, 03 fine Problem 1b04 h adaptive L BRACKET with the following studies: Configuration 01 no filletProblem 2a01 coarse, 02 default, 03 fine Problem 2b04 h adaptive Configuration 02 filletProblem 2c05 h adaptive BRACKET with study: study 1 This study should be saved with the maximum load CLIP with study: study 1This study should be saved with the maximum load All studies must have all plots, h-adaptive studies must also have convergence graphs. Generate automatic reports in MS Word for each study. ZIP all models (4 part files) and all report files (11 MS Word files) into your .zip and upload to assignment drop off box on webCT. DO NOT include *.CWR files or you’ll loose marks. Paper deliverables Does not need to be in color. Drop off into the course locker 2 near SEB3107 Problem 1: Tables/Graphs/Written answers to questions Problem 2: Tables/Graphs/Written answers to questions Problem 3, 4no paper part