1 PLATES AND SHELLS Theory and Analysis CRC Series in APPLIED and COMPUTATIONAL MECHANICS Series Editor: J.N. Reddy, Texas A&M University PUBLISHED TITLES ADVANCED MECHANICS OF CONTINUA Karan S. Surana ADVANCED THERMODYNAMICS ENGINEERING, SECOND EDITION Kalyan Annamalai, Ishwar K. Puri, and Miland Jog APPLIED FUNCTIONAL ANALYSIS J. Tinsley Oden and Leszek F. Demkowicz COMBUSTION SCIENCE AND ENGINEERING Kalyan Annamalai and Ishwar K. Puri COMPUTATIONAL MODELING OF POLYMER COMPOSITES: A STUDY OF CREEP AND ENVIRONMENTAL EFFECTS Samit Roy and J. N. Reddy CONTINUUM MECHANICS FOR ENGINEERS, THIRD EDITION Thomas Mase, Ronald Smelser and George F. Mase DYNAMICS IN ENGINEERING PRACTICE, ELEVENTH EDITION Dara W. Childs and Andrew Conkey EXACT SOLUTIONS FOR BUCKLING OF STRUCTURAL MEMBERS C. M. Wang, C. Y. Wang, and J. N. Reddy THE FINITE ELEMENT METHOD FOR BOUNDARY VALUE PROBLEMS: MATHEMATICS AND COMPUTATIONS Karan S. Surana and J. N. Reddy THE FINITE ELEMENT METHOD FOR INITIAL VALUE PROBLEMS: MATHEMATICS AND COMPUTATIONS Karan S. Surana and J. N. Reddy THE FINITE ELEMENT METHOD IN HEAT TRANSFER AND FLUID DYNAMICS, THIRD EDITION J. N. Reddy and D. K. Gartling MECHANICS OF MATERIALS Clarence W. de Silva MECHANICS OF SOLIDS AND STRUCTURES Roger T. Fenner and J. N. Reddy MECHANICS OF LAMINATED COMPOSITE PLATES AND SHELLS, SECOND EDITION J. N. REDDY MICROMECHANICAL ANALYSIS AND MULTISCALE MODELING USING THE VORONOI CELL FINITE ELEMENT METHOD Somnath Ghosh NUMERICAL AND ANALYTICAL METHODS WITH MATLAB® William Bober, Chi-Tay Tsai, and Oren Masory NUMERICAL AND ANALYTICAL METHODS WITH MATLAB® FOR ELECTRICAL ENGINEERS William Bober and Andrew Stevens PLATES AND SHELLS: THEORY AND ANALYSIS, FOURTH EDITION Ansel C. Ugural PHYSICAL COMPONENTS OF TENSORS Wolf Altman and Antonio Miravete PRACTICAL ANALYSIS OF COMPOSITE LAMINATES J. N. Reddy and Antonio Miravete SOLVING ORDINARY AND PARTIAL BOUNDARY VALUE PROBLEMS IN SCIENCE AND ENGINEERING Karel Rektorys PLATES AND SHELLS Theory and Analysis Fourth Edition ANSEL C. UGURAL MATLAB® is a trademark of The MathWorks, Inc. and is used with permission. The MathWorks does not warrant the accuracy of the text or exercises in this book. This book’s use or discussion of MATLAB® software or related products does not constitute endorsement or sponsorship by The MathWorks of a particular pedagogical approach or particu- lar use of the MATLAB® software. CRC Press Taylor & Francis Group 6000 Broken Sound Parkway NW, Suite 300 Boca Raton, FL 33487-2742 © 2018 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 Printed on acid-free paper International Standard Book Number-13: 978-1-138-03245-3 (Hardback) This book contains information obtained from authentic and highly regarded sources. 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Other titles: Stresses in plates and shells Description: Fourth edition. | Boca Raton : CRC Press, [2018] | Series: Applied and computational mechanics | Original edition published under the title: Stresses in plates and shells / Ansel C. Ugural. | Includes bibliographical references and index. Identifiers: LCCN 2017014434| ISBN 9781138032453 (hardback : alk. paper) | ISBN 9781315104621 (ebook) Subjects: LCSH: Plates (Engineering) | Shells (Engineering) | Girders. | Strains and stresses. Classification: LCC TA660.P6 U39 2018 | DDC 624.1/776--dc23 LC record available at https://lccn.loc.gov/2017014434 Visit the Taylor & Francis Web site at http://www.taylorandfrancis.com and the CRC Press Web site at http://www.crcpress.com Contents Preface .............................................................................................................................................xv Acknowledgments ......................................................................................................................xix Author ...........................................................................................................................................xxi Symbols ......................................................................................................................................xxiii Section I Fundamentals 1. Basic Concepts .........................................................................................................................3 1.1 Introduction ...................................................................................................................3 1.2 Methods of Analysis .....................................................................................................3 1.2.1 Case Studies in Analysis .................................................................................5 1.3 Loading Classes and Equilibrium ..............................................................................5 1.3.1 Conditions of Equilibrium ..............................................................................5 1.3.2 Free-Body Diagrams ........................................................................................6 1.4 Units and Conversion ...................................................................................................7 1.5 Stress Defined ................................................................................................................8 1.5.1 Components of Stress ......................................................................................9 1.5.2 Sign Convention .............................................................................................10 1.6 Internal-Force Resultants ...........................................................................................10 1.7 Differential Equations of Equilibrium .....................................................................13 1.8 Transformation of Stress ............................................................................................15 1.8.1 Mohr’s Circle for Stress .................................................................................16 1.9 Strain Defined ..............................................................................................................19 1.10 Components of Strain .................................................................................................20 1.10.1 Conditions of Compatibility .........................................................................21 1.10.2 Large Strains ...................................................................................................22 1.11 Transformation of Strain ............................................................................................23 1.12 Engineering Materials ................................................................................................24 1.12.1 Stress–Strain Diagrams .................................................................................25 1.13 Hooke’s Law, Poisson’s Ratio .....................................................................................26 1.14 General Properties of Materials ................................................................................29 1.14.1 Metals ..............................................................................................................30 1.14.2 Plastics .............................................................................................................30 1.14.3 Ceramics ..........................................................................................................30 1.14.4 Composites ......................................................................................................31 1.15 Engineering Design ....................................................................................................32 1.15.1 Design Procedure ...........................................................................................32 1.16 Factor of Safety ............................................................................................................33 1.16.1 Selection of a Factor of Safety ......................................................................34 1.17 Problem Formulation and Solutions ........................................................................35 vii viii Contents 1.17.1 Numerical Accuracy and Significant Digits ..............................................35 1.17.2 Computational Tools .....................................................................................35 Problems ..................................................................................................................................36 References ...............................................................................................................................42 2. Simple Structural Members ...............................................................................................43 2.1 Introduction .................................................................................................................43 2.2 Types of Structures .....................................................................................................44 2.3 Axially Loaded Members ..........................................................................................45 2.3.1 Columns ..........................................................................................................48 2.4 Stress Concentration Factors .....................................................................................50 2.5 Torsion of Circular Bars .............................................................................................50 2.5.1 Shear Stress .....................................................................................................51 2.5.2 Angle of Twist ................................................................................................52 2.6 Rectangular Torsion Bars ...........................................................................................53 2.7 Theory of Beams .........................................................................................................54 2.8 Stresses in Beams ........................................................................................................55 2.8.1 Normal Stress .................................................................................................55 2.8.2 Shear Stress .....................................................................................................56 2.8.3 Shear Flow .......................................................................................................57 2.9 Deflection of Beams ....................................................................................................62 2.9.1 Method of Integration ...................................................................................62 2.9.2 Method of Superposition ..............................................................................66 2.10 Thin-Walled Pressure Vessels ...................................................................................68 2.11 Yield and Fracture Criteria ........................................................................................69 2.11.1 Maximum Principal Stress Theory .............................................................70 2.11.2 Coulomb–Mohr Theory ................................................................................70 2.11.3 Maximum Shear Stress Theory ...................................................................71 2.11.4 Maximum Distortion Energy Theory .........................................................72 2.11.5 A Typical Case of Combined Loadings ......................................................72 2.12 Strain Energy ...............................................................................................................75 2.13 Castigliano’s Theorem ................................................................................................77 2.13.1 Statically Indeterminate Structures ............................................................79 Problems ..................................................................................................................................80 References ...............................................................................................................................87 Section II Plates 3. Plate-Bending Theory ..........................................................................................................91 3.1 Introduction .................................................................................................................91 3.2 Historical Development of Plate and Shell Theory ................................................92 3.3 General Behavior and Theory of Plates ...................................................................93 3.4 Strain–Curvature Relations .......................................................................................94 3.4.1 Mohr’s Circle of Curvature ...........................................................................96 3.5 Stresses and Stress Resultants ...................................................................................97 3.6 Equations for Transformation of Moment ...............................................................99 3.7 Variation of Stress within a Plate ............................................................................101 Contents ix 3.8 Governing Equation for Deflection of Plates ........................................................103 3.8.1 Reduction of Plate-Bending Problem to That of Deflection of a Membrane ..............................................................................................103 3.9 Boundary Conditions ...............................................................................................105 3.10 Exact Theory of Plates ..............................................................................................107 3.11 Methods for Solution of Plate Deflections .............................................................109 3.11.1 Cylindrical Bending of Plate Strips ...........................................................110 3.11.2 Variously Loaded Plates ..............................................................................113 3.12 Strain Energy of Plates .............................................................................................116 3.13 Energy Methods in Theory of Plates: Variational Principles ..............................117 3.13.1 The Principle of Virtual Work ....................................................................117 3.13.2 The Principle of Minimum Potential Energy ..........................................118 3.13.3 The Ritz Method ..........................................................................................119 3.14 *Natural Frequencies of Plates by the Energy Method .......................................120 Problems ................................................................................................................................121 References .............................................................................................................................124 4. Circular Plates .....................................................................................................................127 4.1 Introduction ...............................................................................................................127 4.2 Basic Relations in Polar Coordinates ......................................................................127 4.3 The Axisymmetrical Bending .................................................................................131 4.4 Equations of Equilibrium for Axisymmetrically Loaded Circular Plates ........133 4.5 Uniformly Loaded Circular Plates .........................................................................134 4.5.1 Plate with Clamped Edge ...........................................................................134 4.5.2 Plate with Simply Supported Edge ...........................................................136 4.5.3 Comparison of Deflections and Stresses in Built-in and Simply Supported Plates ..........................................................................................137 4.6 *Effect of Shear on the Plate Deflection .................................................................139 4.7 Local Stresses at the Point of Application of a Concentrated Load ...................140 4.8 Circular Plates under a Concentrated Load at the Center ..................................141 4.8.1 Plate with Clamped Edge ...........................................................................141 4.8.2 Plate with Simply Supported Edge ...........................................................142 4.8.3 A Short Catalog of Solutions ......................................................................143 4.9 Annular Plates with Simply Supported Outer Edges ..........................................143 4.9.1 Plate Loaded by Edge Moments ................................................................143 4.9.2 Plate Loaded by Shear Force at Inner Edge ..............................................146 4.10 Deflection and Stress by Superposition .................................................................149 4.10.1 Design Tables for Annular Plates ..............................................................149 4.11 The Ritz Method Applied to Bending of Circular Plates ....................................153 4.12 Asymmetrical Bending of Circular Plates.............................................................157 4.13 *Deflection by the Reciprocity Theorem ................................................................159 Problems ................................................................................................................................160 References .............................................................................................................................166 5. Rectangular Plates ..............................................................................................................167 5.1 Introduction ...............................................................................................................167 5.2 Navier’s Solution for Simply Supported Rectangular Plates ..............................167 5.3 Simply Supported Rectangular Plates under Various Loadings .......................170 5.4 Lévy’s Solution for Rectangular Plates ..................................................................176