SOLIDWORKS Simulation Avoiding Singularities

Similar documents
Revised Sheet Metal Simulation, J.E. Akin, Rice University

WORKSHOP 6.4 WELD FATIGUE USING HOT SPOT STRESS METHOD. For ANSYS release 14

Modeling and Simulation for Aircraft Structural Repair Using Modern FEA Tools

Abstract. Introduction:

SOLIDWORKS Simulation

WORKSHOP 6.3 WELD FATIGUE USING NOMINAL STRESS METHOD. For ANSYS release 14

Modeling Skills Thermal Analysis J.E. Akin, Rice University

CHAPTER 1. Introduction

Simulation of RF HEat Test

The part to be analyzed is the bracket from the tutorial of Chapter 3.

Finite Element Method. Chapter 7. Practical considerations in FEM modeling

Simulation of AJWSP10033_FOLDED _ST_FR

Modelling Flat Spring Performance Using FEA

An Overview of Computer Aided Design and Finite Element Analysis

CHAPTER 4. Numerical Models. descriptions of the boundary conditions, element types, validation, and the force

FORMING SIMULATION USING RIGID-PLASTIC MATERIAL MODEL IN MARC

Module 1.7W: Point Loading of a 3D Cantilever Beam

Chapter 7 Practical Considerations in Modeling. Chapter 7 Practical Considerations in Modeling

Module 1.3W Distributed Loading of a 1D Cantilever Beam

Engineering Effects of Boundary Conditions (Fixtures and Temperatures) J.E. Akin, Rice University, Mechanical Engineering

Revision of the SolidWorks Variable Pressure Simulation Tutorial J.E. Akin, Rice University, Mechanical Engineering. Introduction

16 SW Simulation design resources

Best Practices for Contact Modeling using ANSYS

C-clamp FEA Analysis

ME 475 FEA of a Composite Panel

Sliding Split Tube Telescope

2: Static analysis of a plate

ANSYS Element. elearning. Peter Barrett October CAE Associates Inc. and ANSYS Inc. All rights reserved.

Introduction to Engineering Analysis

First Steps - Ball Valve Design

Engineering Analysis

Learning Module 8 Shape Optimization

Modeling Strategies for Dynamic Finite Element Cask Analyses

CAD - How Computer Can Aid Design?

ES 128: Computer Assignment #4. Due in class on Monday, 12 April 2010

Module 1.5: Moment Loading of a 2D Cantilever Beam

Example 24 Spring-back

Problem (From Shigley and Mischke Mechanical Engineering Design)

SOLIDWORKS. SOLIDWORKS Simulation. Dassault Systèmes SolidWorks Corporation 175 Wyman Street Waltham, MA U.S.A.

Introduction to Abaqus. About this Course

IJMH - International Journal of Management and Humanities ISSN:

Seven Techniques For Finding FEA Errors

Introduction to the Finite Element Method (3)

PTC Creo Simulate. Features and Specifications. Data Sheet

Chapter 3 Analysis of Original Steel Post

A pipe bend is subjected to a concentrated force as shown: y All dimensions in inches. Material is stainless steel.

COMPUTER AIDED ENGINEERING. Part-1

Winter 2011 Semester 3 Apr Wayne State University College of Engineering. ME 5620 Fracture Mechanics in Engineering Design. Case Study Project

Appendix B Submodeling Technique

Engineering Analysis with

Simulation of TEST DAVIT

Engineering Analysis with SolidWorks Simulation 2012

ES 230 Strengths Intro to Finite Element Modeling & Analysis Homework Assignment 2

This lab uses the following skills: Fixtures on page 34. External Loads on page 38. Meshing on page 43. Multiple Studies on page 60.

Analysis Steps 1. Start Abaqus and choose to create a new model database

A Multiple Constraint Approach for Finite Element Analysis of Moment Frames with Radius-cut RBS Connections

3-D Numerical Simulation of Direct Aluminum Extrusion and Die Deformation

Nouveautés ANSYS pour le calcul structurel et l impression 3D. CADFEM 2017 ANSYS Additive Manufacturing

Similar Pulley Wheel Description J.E. Akin, Rice University

CE Advanced Structural Analysis. Lab 4 SAP2000 Plane Elasticity

How to Achieve Quick and Accurate FE Solution Small Radius Removal and Element Size

Guidelines for proper use of Plate elements

Analysis of Composite Aerospace Structures Finite Elements Professor Kelly

Module 1.6: Distributed Loading of a 2D Cantilever Beam

Workshop 11.1 Meshing Evaluation

Pro MECHANICA STRUCTURE WILDFIRE 4. ELEMENTS AND APPLICATIONS Part I. Yves Gagnon, M.A.Sc. Finite Element Analyst & Structural Consultant SDC

Crashbox Tutorial. In this tutorial the focus is on modeling a Formula Student Racecar Crashbox with HyperCrash 12.0

Vibration Analysis with SOLIDWORKS Simulation and SOLIDWORKS. Before you start 7

Modeling Skills Stress Analysis J.E. Akin, Rice University, Mech 417

Linear Elastic Fracture Mechanics (LEFM) Analysis of Flaws within Residual Stress Fields

Finite Element Course ANSYS Mechanical Tutorial Tutorial 3 Cantilever Beam

ME Optimization of a Frame

Quarter Symmetry Tank Stress (Draft 4 Oct 24 06)

Non-Linear Analysis of Bolted Flush End-Plate Steel Beam-to-Column Connection Nur Ashikin Latip, Redzuan Abdulla

Scientific Manual FEM-Design 17.0

Embedded Reinforcements

About the Author. Acknowledgements

Design Verification Procedure (DVP) Load Case Analysis of Car Bonnet

MEAM 550 Modeling and Design of MEMS Spring Solution to homework #3. In our notation and values, k = = =

TUTORIAL 7: Stress Concentrations and Elastic-Plastic (Yielding) Material Behavior Initial Project Space Setup Static Structural ANSYS ZX Plane

Introduction to ANSYS Mechanical

Thermal Stress Analysis

Stress analysis of toroidal shell

Executive Summary Sefea Basic Theory

Lesson 5: Mesh Refinement

Optimizing the Utility Scale Solar Megahelion Drive End-Cap (Imperial Units)

Static Stress Analysis

Introduction to MSC.Patran

Lecture 5 Modeling Connections

SURFACE WATER MODELING SYSTEM. 2. Change to the Data Files Folder and open the file poway1.xyz.

Coupled analysis of material flow and die deflection in direct aluminum extrusion

PTC Newsletter January 14th, 2002

Multi-Step Analysis of a Cantilever Beam

Visit the following websites to learn more about this book:

SIMULATION CAPABILITIES IN CREO

FEA TUTORIAL 2D STRESS ANALYSIS OF A THIN BAR (Using ProMechanica Wildfire 1.0)

Exercise 2: Mesh Resolution, Element Shapes, Basis Functions & Convergence Analyses

Meshless EPM Solver Technology for Structural Mechanics Problems

Finite Element Modeling Techniques (2) دانشگاه صنعتي اصفهان- دانشكده مكانيك

Modeling with CMU Mini-FEA Program

Transcription:

SOLIDWORKS Simulation Avoiding Singularities What is a Singularity? A singularity is a function s divergence into infinity. SOLIDWORKS Simulation occasionally produces stress (or heat flux) singularities. How do they occur? Mathematically, the solver uses matrices to represent the elastic field (displacements of the elements). When a highly localized load is applied, the gradients of the displacement vectors begin to diverge, causing the roots of the matrices to go to infinity. For a simplified explanation, see the stress equation below. Stress goes to infinity due to force applied in a very small area. σ = F A o Where do they occur? Singularities are usually seen at points, edges, or reentrant corners. Reentrant corners are interior corners, with angles pointing into the part. The high stress concentrations are usually seen near 90 degree corners, but can potentially occur for any angle less than 180 degrees. Why don t they occur in real life? Think of the common case of singularities created on interior corners. In software, that corner is perfectly sharp. In real life, there will always be a slight bend. Also, the part may deform slightly, or slip, and allow the faces of the corner to slide against each other. The slight bend and additional friction allow for a converging stress. Adjust your legend s color settings to grey out above the material s yield point. This prevents singularities from overshadowing other important stress results! -Joe Engineer, Know It All, GoEngineer Is it a Singularity? There are two methods to determine whether a stress concentration is a singularity. Method for SOLIDWORKS 2016 and earlier: First, apply sensors in high stress locations. Secondly, activate trend tracker to monitor those sensors. Third, use increasingly fine mesh controls in the high stress regions. As mesh fineness increases in the high stress fields, the stress sensors will either converge or diverge, viewable in your trend tracker graph.

Have you not used Trend Tracker before? It is explained at the end of this webinar: http://www.goengineer.com/libraries/simulation/?open_video=9003#prettyphoto Method for SOLIDWORKS 2017 and later: Create a Stress Hot Spot Diagnostics graph. This plot shows the variation of von Mises stresses. Areas with high, rapidly changing von Mises stresses, indicative of a singularity, will be highlighted in grey. Want to see how to create these hot spot plots? Watch our What s New in 2017 video here: http://gou.teachable.com/ How to Avoid? You now understand singularities and have determined you have a singularity in your part. If you want to fix it, you must adjust your part or adjust the settings in your study. Adjust Geometry Locate reentrant corners where singularities most commonly occur. Since the force transfer trying to go through that edge is causing the singularity, provide a larger surface area in order to distribute the loads. Fillets or chamfers are commonly used. The pictures below demonstrate this concept. Figure 1. Re-entrant corner vs. Fillet Don t let the fear of singularities prevent you from defeaturing your models. Remember, sometimes fillets are useful, but they always cause a finer mesh and longer calculation times. If non-filleted re-entrant corners are unavoidable in your part, design nearby support to prevent crack growth. This support must dissipate the load over a larger surface area before allowing the load to affect the reentrant corner.

Adjust Fixtures A fixture applied at a point or edge can cause a singularity. To understand why, consider a simple cantilever beam problem. The force being applied on one end of the beam must be counteracted by the fixed end. If the element along the edge of the beam is forced to remain rigid while simultaneously counteracting the force, a singularity is created. In this situation, applying the fixture to the face rather than the edge will prevent divergence. If fixing the face is not applicable, include the component from the assembly that is creating the fixture. A fraction of the component may also be used as long as it is large enough to allow for complete load transfer. Only replace components with fixtures if the component is much stiffer than the study s part, or if the fixtures are far removed from important results. Figure 2. Fixture on edge. Realize that some connectors act as fixtures too. Check if your connector is assuming infinite stiffness by accessing the Solidworks Help menu. If so, adjust your connectors or include the modeled part in the study. The assembly shown below is connected by a tight-fit bolt connector. The tight fit allows the shank to deform, but the nut is still infinitely stiff. The actual bolt needs to be modeled. Adjust loads Figure 3. Singularity due to Connector.

Don t apply force or a heat source at points or small edges. This causes a sharp inflection point in the data input into the deflection equations, which leads to the singularity. If a thin loading area is required, create split lines and apply force to the area between them, as in the picture below. This will allow convergence. Adjust Mesh Figure 4. Load on area. Weak singularities may form at the interface of two bonded materials in a thermal study. This is due to the more rigid nature of a bonded element. If necessary, provide a thermal resistance along the interface this will detract from the implied perfect bond. In nonlinear studies where parts are yielding, a single element s calculations may collapse if it is too different relative to its neighbors. Fix this by either reducing the aspect ratio in the standard global mesh or applying a mesh control. How can I ignore the singularity? If you have confirmed the singularity, you know it is due to idealization, or the stress is far removed from the important areas of the model, it is allowable to ignore it. If you are concerned about the stress near the singularity, use an Energy Norm Error plot. Singularities and high stress change areas will produce high energy norm errors. 1. Refine your mesh in these areas until you have reduced the error region. 2. Create sensors very near the error region. 3. Confirm those sensors are converging on a stress result. More practically, the stress results near the error region will likely realistically represent the stress in the singularity regions.

Figure 4. Singularity within Energy Norm Error plot. Summary Singularities are idealization errors that you can avoid by understanding the assumptions made within the software. First confirm singularities using a hot spots plot, or a trend tracker graph with increasingly finer mesh. Then adjust your geometry, connections, fixtures, loads, or mesh depending on the location of the singularity. If that does not help, use the Energy Norm Error plot and refined mesh to determine what results can be trusted.