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Finite Element Modeling and Simulation with ANSYS Workbench PDF

408 Pages·2014·20.26 MB·English
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Mechanical Engineering C h e n (cid:127) Finite Element Modeling Simulation L i u and with F “This book covers a wide range of engineering analyses using FEM with adequate i n theoretical background, illustrative examples, and detailed tutorials on using ANSYS i t Workbench for FEA. ... It covers both the theoretical and practical parts of FEM, which e is very helpful to engineering students.” E l e —Dr. Anh-Vu Phan, University of South Alabama, Mobile, USA m “The book is an excellent resource to introduce undergraduate and graduate engineer- e n ing students to finite element analysis. A great deal of emphasis is [placed] on the t finite element methods through simple application examples. …The main thing that I M like about this book is that the authors have presented the material using ANSYS o Workbench. For undergraduate students who are considered beginners with FEA, this d e is an ideal software to use. The examples are simple and clear, and the ANSYS Work- l i bench case studies are good applications of the techniques.” n g —Dr. Mohammad H. Alimi, California State University, Fresno, USA a n “This book should be a great resource for engineers or senior undergraduate students d who want to learn FEA and use ANSYS themselves and therefore can be adopted as a S textbook for senior undergraduate students in engineering when introducing FEA.” i m —Dr. Ernian Pan, University of Akron, Ohio, USA u l a Learn Basic Theory and Software Usage from a Single Volume ti o n Finite Element Modeling and Simulation with ANSYS Workbench combines finite w element theory with real-world practice. Providing an introduction to finite element i t modeling and analysis for those with no prior experience, and written by authors with h a combined experience of 30 years teaching the subject, this text presents FEM formulations integrated with relevant hands-on applications using ANSYS Workbench for finite element analysis (FEA). Incorporating the basic theories of FEA and the use of ANSYS Workbench in the modeling and simulation of engineering problems, the book also establishes the FEM method as a powerful numerical tool in engineering design and analysis. This text benefits upper-level undergraduate students in all engineering disciplines, as well as researchers and practicing engineers who use the finite element method to analyze structures. K13420 ISBN: 978-1-4398-7384-7 90000 Xiaolin Chen (cid:127) Yijun Liu 9 781439 873847 Xiaolin Chen (cid:127) Yijun Liu Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Group, an informa business ANSYS, ANSYS Workbench, Ansoft, AUTODYN, CFX, EKM, Engineering Knowledge Manager, FLU- ENT, HFSS, and any and all ANSYS, Inc. brand, product, service and feature names, logos and slogans are trademarks or registered trademarks of ANSYS, Inc. or its subsidiaries located in the United States or other countries. ICEM CFD is a trademark used by ANSYS, Inc. under license. CFX is a trademark of Sony Corporation in Japan. All other brand, product, service, and feature names or trademarks are the property of their respective companies. CRC Press Taylor & Francis Group 6000 Broken Sound Parkway NW, Suite 300 Boca Raton, FL 33487-2742 © 2015 by Taylor & Francis Group, LLC CRC Press is an imprint of Taylor & Francis Group, an Informa business No claim to original U.S. Government works Version Date: 20140707 International Standard Book Number-13: 978-1-4398-7385-4 (eBook - PDF) This book contains information obtained from authentic and highly regarded sources. Reasonable efforts have been made to publish reliable data and information, but the author and publisher cannot assume responsibility for the validity of all materials or the consequences of their use. The authors and publishers have attempted to trace the copyright holders of all material reproduced in this publication and apologize to copyright holders if permission to publish in this form has not been obtained. If any copyright material has not been acknowledged please write and let us know so we may rectify in any future reprint. Except as permitted under U.S. Copyright Law, no part of this book may be reprinted, reproduced, transmitted, or utilized in any form by any electronic, mechanical, or other means, now known or hereafter invented, including photocopying, microfilming, and recording, or in any information stor- age or retrieval system, without written permission from the publishers. For permission to photocopy or use material electronically from this work, please access www.copy- right.com (http://www.copyright.com/) or contact the Copyright Clearance Center, Inc. (CCC), 222 Rosewood Drive, Danvers, MA 01923, 978-750-8400. CCC is a not-for-profit organization that pro- vides licenses and registration for a variety of users. For organizations that have been granted a photo- copy license by the CCC, a separate system of payment has been arranged. Trademark Notice: Product or corporate names may be trademarks or registered trademarks, and are used only for identification and explanation without intent to infringe. Visit the Taylor & Francis Web site at http://www.taylorandfrancis.com and the CRC Press Web site at http://www.crcpress.com Contents Preface ..............................................................................................................................................xi Authors .........................................................................................................................................xiii 1. Introduction .............................................................................................................................1 1.1 Some Basic Concepts ....................................................................................................1 1.1.1 Why FEA? .........................................................................................................1 1.1.2 Finite Element Applications in Engineering ................................................1 1.1.3 FEA with ANSYS Workbench ..........................................................................3 1.1.4 A Brief History of FEA ....................................................................................3 1.1.5 A General Procedure for FEA ........................................................................4 1.2 An Example in FEA: Spring System ...........................................................................4 1.2.1 One Spring Element.........................................................................................5 1.2.2 A Spring System ...............................................................................................6 1.2.2.1 Assembly of Element Equations: Direct Approach .....................6 1.2.2.2 Assembly of Element Equations: Energy Approach ...................8 1.2.3 Boundary and Load Conditions ....................................................................9 1.2.4 Solution Verification ......................................................................................10 1.2.5 Example Problems .........................................................................................10 1.3 Overview of ANSYS Workbench ................................................................................13 1.3.1 The User Interface ..........................................................................................13 1.3.2 The Toolbox .....................................................................................................14 1.3.3 The Project Schematic ...................................................................................14 1.3.4 Working with Cells ........................................................................................16 1.3.5 The Menu Bar .................................................................................................16 1.4 Summary ......................................................................................................................17 Problems ..................................................................................................................................18 2. Bars and Trusses ...................................................................................................................21 2.1 Introduction .................................................................................................................21 2.2 Review of the 1-D Elasticity Theory .........................................................................21 2.3 Modeling of Trusses ...................................................................................................22 2.4 Formulation of the Bar Element ................................................................................23 2.4.1 Stiffness Matrix: Direct Method ..................................................................23 2.4.2 Stiffness Matrix: Energy Approach .............................................................25 2.4.3 Treatment of Distributed Load ....................................................................27 2.4.4 Bar Element in 2-D and 3-D ..........................................................................28 2.4.4.1 2-D Case ...........................................................................................28 2.4.4.2 3-D Case ...........................................................................................31 2.4.5 Element Stress ................................................................................................31 2.5 Examples with Bar Elements .....................................................................................32 2.6 Case Study with ANSYS Workbench .........................................................................40 2.7 Summary ......................................................................................................................52 2.8 Review of Learning Objectives .................................................................................52 Problems ..................................................................................................................................52 v vi Contents 3. Beams and Frames ................................................................................................................57 3.1 Introduction .................................................................................................................57 3.2 Review of the Beam Theory ......................................................................................57 3.2.1 Euler–Bernoulli Beam and Timoshenko Beam .........................................57 3.2.2 Stress, Strain, Deflection, and Their Relations ..........................................59 3.3 Modeling of Beams and Frames ...............................................................................60 3.3.1 Cross Sections and Strong/Weak Axis .......................................................60 3.3.2 Support Conditions .......................................................................................61 3.3.3 Conversion of a Physical Model into a Line Model ..................................62 3.4 Formulation of the Beam Element ............................................................................62 3.4.1 Element Stiffness Equation: The Direct Approach ...................................63 3.4.2 Element Stiffness Equation: The Energy Approach .................................64 3.4.3 Treatment of Distributed Loads ...................................................................66 3.4.4 Stiffness Matrix for a General Beam Element ............................................67 3.5 Examples with Beam Elements .................................................................................68 3.6 Case Study with ANSYS Workbench .........................................................................77 3.7 Summary ......................................................................................................................96 3.8 Review of Learning Objectives .................................................................................96 Problems ..................................................................................................................................96 4. Two-Dimensional Elasticity .............................................................................................101 4.1 Introduction ...............................................................................................................101 4.2 Review of 2-D Elasticity Theory .............................................................................101 4.2.1 Plane Stress ...................................................................................................101 4.2.2 Plane Strain ...................................................................................................102 4.2.3 Stress–Strain (Constitutive) Equations .....................................................103 4.2.4 Strain and Displacement Relations ...........................................................104 4.2.5 Equilibrium Equations ................................................................................105 4.2.6 Boundary Conditions ..................................................................................105 4.2.7 Exact Elasticity Solution ..............................................................................105 4.3 Modeling of 2-D Elasticity Problems ......................................................................106 4.4 Formulation of the Plane Stress/Strain Element ..................................................107 4.4.1 A General Formula for the Stiffness Matrix ............................................108 4.4.2 Constant Strain Triangle (CST or T3) ........................................................108 4.4.3 Quadratic Triangular Element (LST or T6) ..............................................113 4.4.4 Linear Quadrilateral Element (Q4) ............................................................114 4.4.5 Quadratic Quadrilateral Element (Q8) ......................................................115 4.4.6 Transformation of Loads .............................................................................116 4.4.7 Stress Calculation ........................................................................................118 4.4.7.1 The von Mises Stress ...................................................................118 4.4.7.2 Averaged Stresses .........................................................................119 4.4.8 General Comments on the 2-D Elements .................................................120 4.5 Case Study with ANSYS Workbench .......................................................................121 4.6 Summary ....................................................................................................................138 4.7 Review of Learning Objectives ...............................................................................138 Problems ................................................................................................................................138 Contents vii 5. Modeling and Solution Techniques ...............................................................................143 5.1 Introduction ...............................................................................................................143 5.2 Symmetry ...................................................................................................................143 5.2.1 An Example ..................................................................................................144 5.3 Substructures (Superelements) ...............................................................................145 5.4 Equation Solving .......................................................................................................146 5.4.1 Direct Methods (Gauss Elimination) ........................................................146 5.4.2 Iterative Methods .........................................................................................146 5.4.3 An Example: Gauss Elimination ................................................................146 5.4.4 An Example: Iterative Method ...................................................................147 5.5 Nature of Finite Element Solutions ........................................................................148 5.6 Convergence of FEA Solutions ................................................................................149 5.7 Adaptivity (h-, p-, and hp-Methods) ........................................................................149 5.8 Case Study with ANSYS Workbench .......................................................................150 5.9 Summary ....................................................................................................................161 5.10 Review of Learning Objectives ...............................................................................162 Problems ................................................................................................................................162 6. Plate and Shell Analyses ...................................................................................................165 6.1 Introduction ...............................................................................................................165 6.2 Review of Plate Theory ............................................................................................165 6.2.1 Force and Stress Relations in Plates ..........................................................165 6.2.2 Thin Plate Theory (Kirchhoff Plate Theory) ............................................167 6.2.2.1 Example: A Thin Plate .................................................................169 6.2.3 Thick Plate Theory (Mindlin Plate Theory) .............................................170 6.2.4 Shell Theory ..................................................................................................171 6.2.4.1 Shell Example: A Cylindrical Container ...................................171 6.3 Modeling of Plates and Shells .................................................................................172 6.4 Formulation of the Plate and Shell Elements ........................................................173 6.4.1 Kirchhoff Plate Elements ............................................................................173 6.4.2 Mindlin Plate Elements ...............................................................................174 6.4.3 Discrete Kirchhoff Elements ......................................................................175 6.4.4 Flat Shell Elements .......................................................................................175 6.4.5 Curved Shell Elements ................................................................................176 6.5 Case Studies with ANSYS Workbench .....................................................................177 6.6 Summary ....................................................................................................................185 6.7 Review of Learning Objectives ...............................................................................185 Problems ................................................................................................................................185 7. Three-Dimensional Elasticity ..........................................................................................189 7.1 Introduction ...............................................................................................................189 7.2 Review of Theory of Elasticity ................................................................................189 7.2.1 Stress–Strain Relation .................................................................................190 7.2.2 Displacement ................................................................................................191 7.2.3 Strain–Displacement Relation ....................................................................191 7.2.4 Equilibrium Equations ................................................................................191 7.2.5 Boundary Conditions ..................................................................................192 viii Contents 7.2.6 Stress Analysis .............................................................................................192 7.3 Modeling of 3-D Elastic Structures ........................................................................192 7.3.1 Mesh Discretization .....................................................................................193 7.3.2 Boundary Conditions: Supports ................................................................193 7.3.3 Boundary Conditions: Loads .....................................................................194 7.3.4 Assembly Analysis: Contacts .....................................................................194 7.4 Formulation of Solid Elements ................................................................................195 7.4.1 General Formulation ...................................................................................195 7.4.2 Typical Solid Element Types ......................................................................196 7.4.3 Formulation of a Linear Hexahedral Element Type ...............................197 7.4.4 Treatment of Distributed Loads .................................................................200 7.5 Case Studies with ANSYS Workbench .....................................................................200 7.6 Summary ....................................................................................................................220 7.7 Review of Learning Objectives ...............................................................................220 Problems ................................................................................................................................220 8. Structural Vibration and Dynamics ...............................................................................225 8.1 Introduction ...............................................................................................................225 8.2 Review of Basic Equations .......................................................................................225 8.2.1 A Single DOF System ..................................................................................226 8.2.2 A Multi-DOF System ...................................................................................228 8.2.2.1 Mass Matrices ...............................................................................228 8.2.2.2 Damping ........................................................................................230 8.3 Formulation for Modal Analysis ............................................................................231 8.3.1 Modal Equations ..........................................................................................233 8.4 Formulation for Frequency Response Analysis ...................................................235 8.4.1 Modal Method ..............................................................................................235 8.4.2 Direct Method ..............................................................................................236 8.5 Formulation for Transient Response Analysis......................................................236 8.5.1 Direct Methods (Direct Integration Methods) .........................................237 8.5.2 Modal Method ..............................................................................................238 8.6 Modeling Examples ..................................................................................................239 8.6.1 Modal Analysis ............................................................................................239 8.6.2 Frequency Response Analysis ...................................................................240 8.6.3 Transient Response Analysis .....................................................................240 8.6.4 Cautions in Dynamic Analysis ..................................................................240 8.7 Case Studies with ANSYS Workbench .....................................................................241 8.8 Summary ....................................................................................................................260 8.9 Review of Learning Objectives ...............................................................................260 Problems ................................................................................................................................260 9. Thermal Analysis ...............................................................................................................267 9.1 Introduction ...............................................................................................................267 9.2 Review of Basic Equations .......................................................................................267 9.2.1 Thermal Analysis .........................................................................................267 9.2.1.1 Finite Element Formulation for Heat Conduction ...................269 9.2.2 Thermal Stress Analysis .............................................................................269 9.2.2.1 1-D Case .........................................................................................270 9.2.2.2 2-D Cases .......................................................................................271

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