Description

Book Synopsis
Mechanical Wave Vibrations

An elegant and accessible exploration of the fundamentals of the analysis and control of vibration in structures from a wave standpoint

In Mechanical Wave Vibrations: Analysis and Control, Professor Chunhui Mei delivers an expert discussion of the wave analysis approach (as opposed to the modal-based approach) to mechanical vibrations in structures. The book begins with deriving the equations of motion using the Newtonian approach based on various sign conventions before comprehensively covering the wave vibration analysis approach. It concludes by exploring passive and active feedback control of mechanical vibration waves in structures.

The author discusses vibration analysis and control strategies from a wave standpoint and examines the applications of the presented wave vibration techniques to structures of various complexity. Readers will find in the book:

  • A thorough introduction to mechanical wave vibration analysis,

    Table of Contents

    Preface xi

    Acknowledgement xiii

    About the Companion Website xv

    1 Sign Conventions and Equations of Motion Derivations 1

    1.1 Derivation of the Bending Equations of Motion by Various Sign Conventions 1

    1.1.1 According to Euler–Bernoulli Bending Vibration Theory 2

    1.1.2 According to Timoshenko Bending Vibration Theory 7

    1.2 Derivation of the Elementary Longitudinal Equation of Motion by Various Sign Conventions 10

    1.3 Derivation of the Elementary Torsional Equation of Motion by Various Sign Conventions 12

    2 Longitudinal Waves in Beams 15

    2.1 The Governing Equation and the Propagation Relationships 15

    2.2 Wave Reflection at Classical and Non-Classical Boundaries 16

    2.3 Free Vibration Analysis in Finite Beams – Natural Frequencies and Modeshapes 20

    2.4 Force Generated Waves and Forced Vibration Analysis of Finite Beams 24

    2.5 Numerical Examples and Experimental Studies 27

    2.6 MATLAB Scripts 32

    3 Bending Waves in Beams 39

    3.1 The Governing Equation and the Propagation Relationships 39

    3.2 Wave Reflection at Classical and Non-Classical Boundaries 40

    3.3 Free Vibration Analysis in Finite Beams – Natural Frequencies and Modeshapes 46

    3.4 Force Generated Waves and Forced Vibration Analysis of Finite Beams 50

    3.5 Numerical Examples and Experimental Studies 55

    3.6 MATLAB Scripts 59

    4 Waves in Beams on a Winkler Elastic Foundation 69

    4.1 Longitudinal Waves in Beams 69

    4.1.1 The Governing Equation and the Propagation Relationships 69

    4.1.2 Wave Reflection at Boundaries 70

    4.1.3 Free Wave Vibration Analysis 71

    4.1.4 Force Generated Waves and Forced Vibration Analysis of Finite Beams 72

    4.1.5 Numerical Examples 76

    4.2 Bending Waves in Beams 79

    4.2.1 The Governing Equation and the Propagation Relationships 79

    4.2.2 Wave Reflection at Classical Boundaries 82

    4.2.3 Free Wave Vibration Analysis 84

    4.2.4 Force Generated Waves and Forced Wave Vibration Analysis 84

    4.2.5 Numerical Examples 89

    ftoc.indd 7 29-06-2023 20:15:06

    5 Coupled Waves in Composite Beams 97

    5.1 The Governing Equations and the Propagation Relationships 97

    5.2 Wave Reflection at Classical and Non-Classical Boundaries 100

    5.3 Wave Reflection and Transmission at a Point Attachment 102

    5.4 Free Vibration Analysis in Finite Beams – Natural Frequencies and Modeshapes 104

    5.5 Force Generated Waves and Forced Vibration Analysis of Finite Beams 105

    5.6 Numerical Examples 108

    5.7 MATLAB Script 114

    6 Coupled Waves in Curved Beams 119

    6.1 The Governing Equations and the Propagation Relationships 119

    6.2 Wave Reflection at Classical and Non-Classical Boundaries 121

    6.3 Free Vibration Analysis in a Finite Curved Beam – Natural Frequencies and Modeshapes 127

    6.4 Force Generated Waves and Forced Vibration Analysis of Finite Curved Beams 128

    6.5 Numerical Examples 134

    6.6 MATLAB Scripts 143

    7 Flexural/Bending Vibration of Rectangular Isotropic Thin Plates with Two Opposite Edges Simply-supported 151

    7.1 The Governing Equations of Motion 151

    7.2 Closed-form Solutions 152

    7.3 Wave Reflection, Propagation, and Wave Vibration Analysis Along the Simply-supported X Direction 154

    7.4 Wave Reflection, Propagation, and Wave Vibration Analysis Along the y Direction 156

    7.4.1 Wave Reflection at a Classical Boundary along the y Direction 157

    7.4.2 Wave Propagation and Wave Vibration Analysis along the y Direction 159

    7.5 Numerical Examples 159

    8 In-Plane Vibration of Rectangular Isotropic Thin Plates with Two Opposite Edges Simply-supported 189

    8.1 The Governing Equations of Motion 189

    8.2 Closed-form Solutions 190

    8.3 Wave Reflection, Propagation, and Wave Vibration Analysis along the Simply-supported X Direction 192

    8.3.1 Wave Reflection at a Simply-supported Boundary Along the X Direction 192

    8.3.2 Wave Propagation and Wave Vibration Analysis Along the X Direction 195

    8.4 Wave Reflection, Propagation, and Wave Vibration Analysis along the y Direction 197

    8.4.1 Wave Reflection at a Classical Boundary along the y Direction 198

    8.4.2 Wave Propagation and Wave Vibration Analysis along the y Direction 201

    8.5

    Special Situation of k 0 = 0: Wave Reflection, Propagation, and Wave Vibration Analysis along the y Direction 201

    8.5.1 Wave Reflection at a Classical Boundary along the y Direction Corresponding to a Pair of Type I Simple Supports Along the X Direction When K 0 = 0 202

    8.5.2 Wave Reflection at a Classical Boundary along the y Direction Corresponding to a Pair of Type II Simple Supports Along the X Direction When K 0 = 0 203

    8.5.3 Wave Propagation and Wave Vibration Analysis along the y Direction When k 0 = 0 205

    8.6 Wave Reflection, Propagation, and Wave Vibration Analysis with a Pair of Simply-supported Boundaries along the y Direction When k 0 ≠ 0 207

    8.6.1 Wave Reflection, Propagation, and Wave Vibration Analysis with a Pair of Simply-supported Boundaries along the y Direction When k 0 ≠ 0, k 1 ≠ 0, and k 2 ≠ 0 207

    8.6.2 Wave Reflection, Propagation, and Wave Vibration Analysis with a Pair of Simply-supported Boundaries along the y Direction When k 0 = 0, and either k 1 = 0 or k 2 = 0 209

    8.7 Numerical Examples 212

    8.7.1 Example 1: Two Pairs of the Same Type of Simple Supports Along the X and Y Directions 212

    8.7.2 Example 2: One Pair of the Same Type Simple Supports Along the X Direction, Various Combinations of Classical Boundaries on Opposite Edges along the y Direction 217

    8.7.3 Example 3: One Pair of Mixed Type Simple Supports Along the X Direction, Various Combinations of Classical Boundaries on Opposite Edges along the y Direction 223

    9 Bending Waves in Beams Based on Advanced Vibration Theories 227

    9.1 The Governing Equations and the Propagation Relationships 227

    9.1.1 Rayleigh Bending Vibration Theory 227

    9.1.2 Shear Bending Vibration Theory 228

    9.1.3 Timoshenko Bending Vibration Theory 230

    9.2 Wave Reflection at Classical and Non-Classical Boundaries 232

    9.2.1 Rayleigh Bending Vibration Theory 232

    9.2.2 Shear and Timoshenko Bending Vibration Theories 238

    9.3 Waves Generated by Externally Applied Point Force and Moment on the Span 244

    9.3.1 Rayleigh Bending Vibration Theory 245

    9.3.2 Shear and Timoshenko Bending Vibration Theories 246

    9.4 Waves Generated by Externally Applied Point Force and Moment at a Free End 247

    9.4.1 Rayleigh Bending Vibration Theory 248

    9.4.2 Shear and Timoshenko Bending Vibration Theories 249

    9.5 Free and Forced Vibration Analysis 250

    9.5.1 Free Vibration Analysis 250

    9.5.2 Forced Vibration Analysis 250

    9.6 Numerical Examples and Experimental Studies 252

    9.7 MATLAB Scripts 257

    10 Longitudinal Waves in Beams Based on Various Vibration Theories 263

    10.1 The Governing Equations and the Propagation Relationships 263

    10.1.1 Love Longitudinal Vibration Theory 263

    10.1.2 Mindlin–Herrmann Longitudinal Vibration Theory 264

    10.1.3 Three-mode Longitudinal Vibration Theory 265

    10.2 Wave Reflection at Classical Boundaries 267

    10.2.1 Love Longitudinal Vibration Theory 267

    10.2.2 Mindlin–Herrmann Longitudinal Vibration Theory 268

    10.2.3 Three-mode Longitudinal Vibration Theory 269

    10.3 Waves Generated by External Excitations on the Span 271

    10.3.1 Love Longitudinal Vibration Theory 271

    10.3.2 Mindlin–Herrmann Longitudinal Vibration Theory 272

    10.3.3 Three-mode Longitudinal Vibration Theory 273

    10.4 Waves Generated by External Excitations at a Free End 275

    10.4.1 Love Longitudinal Vibration Theory 275

    10.4.2 Mindlin–Herrmann Longitudinal Vibration Theory 276

    10.4.3 Three-mode Longitudinal Vibration Theory 276

    10.5 Free and Forced Vibration Analysis 277

    10.5.1 Free Vibration Analysis 278

    10.5.2 Forced Vibration Analysis 278

    10.6 Numerical Examples and Experimental Studies 281

    11 Bending and Longitudinal Waves in Built-up Planar Frames 287

    11.1 The Governing Equations and the Propagation Relationships 287

    11.2 Wave Reflection at Classical Boundaries 289

    11.3 Force Generated Waves 291

    11.4 Free and Forced Vibration Analysis of a Multi-story Multi-bay Planar Frame 292

    11.5 Reflection and Transmission of Waves in a Multi-story Multi-bay Planar Frame 304

    11.5.1 Wave Reflection and Transmission at an L-shaped Joint 304

    11.5.2 Wave Reflection and Transmission at a T-shaped Joint 308

    11.5.3 Wave Reflection and Transmission at a Cross Joint 315

    12 Bending, Longitudinal, and Torsional Waves in Built-up Space Frames 329

    12.1 The Governing Equations and the Propagation Relationships 329

    12.2 Wave Reflection at Classical Boundaries 333

    12.3 Force Generated Waves 336

    12.4 Free and Forced Vibration Analysis of a Multi-story Space Frame 338

    12.5 Reflection and Transmission of Waves in a Multi-story Space Frame 341

    12.5.1 Wave Reflection and Transmission at a Y-shaped Spatial Joint 343

    12.5.2 Wave Reflection and Transmission at a K-shaped Spatial Joint 353

    13 Passive Wave Vibration Control 369

    13.1 Change in Cross Section or Material 369

    13.1.1 Wave Reflection and Transmission at a Step Change by Euler–Bernoulli Bending Vibration Theory 371

    13.1.2 Wave Reflection and Transmission at a Step Change by Timoshenko Bending Vibration Theory 372

    13.2 Point Attachment 373

    13.2.1 Wave Reflection and Transmission at a Point Attachment by Euler–Bernoulli Bending Vibration Theory 374

    13.2.2 Wave Reflection and Transmission at a Point Attachment by Timoshenko Bending Vibration Theory 375

    13.3 Beam with a Single Degree of Freedom Attachment 376

    13.4 Beam with a Two Degrees of Freedom Attachment 378

    13.5 Vibration Analysis of a Beam with Intermediate Discontinuities 380

    13.6 Numerical Examples 381

    13.7 MATLAB Scripts 390

    14 Active Wave Vibration Control 401

    14.1 Wave Control of Longitudinal Vibrations 401

    14.1.1 Feedback Longitudinal Wave Control on the Span 401

    14.1.2 Feedback Longitudinal Wave Control at a Free Boundary 405

    14.2 Wave Control of Bending Vibrations 407

    14.2.1 Feedback Bending Wave Control on the Span 407

    14.2.2 Feedback Bending Wave Control at a Free Boundary 410

    14.3 Numerical Examples 413

    14.4 MATLAB Scripts 416

    Index 421

Mechanical Wave Vibrations

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      Publisher: John Wiley & Sons Inc
      Publication Date: 10/08/2023
      ISBN13: 9781119135043, 978-1119135043
      ISBN10: 1119135044

      Description

      Book Synopsis
      Mechanical Wave Vibrations

      An elegant and accessible exploration of the fundamentals of the analysis and control of vibration in structures from a wave standpoint

      In Mechanical Wave Vibrations: Analysis and Control, Professor Chunhui Mei delivers an expert discussion of the wave analysis approach (as opposed to the modal-based approach) to mechanical vibrations in structures. The book begins with deriving the equations of motion using the Newtonian approach based on various sign conventions before comprehensively covering the wave vibration analysis approach. It concludes by exploring passive and active feedback control of mechanical vibration waves in structures.

      The author discusses vibration analysis and control strategies from a wave standpoint and examines the applications of the presented wave vibration techniques to structures of various complexity. Readers will find in the book:

      • A thorough introduction to mechanical wave vibration analysis,

        Table of Contents

        Preface xi

        Acknowledgement xiii

        About the Companion Website xv

        1 Sign Conventions and Equations of Motion Derivations 1

        1.1 Derivation of the Bending Equations of Motion by Various Sign Conventions 1

        1.1.1 According to Euler–Bernoulli Bending Vibration Theory 2

        1.1.2 According to Timoshenko Bending Vibration Theory 7

        1.2 Derivation of the Elementary Longitudinal Equation of Motion by Various Sign Conventions 10

        1.3 Derivation of the Elementary Torsional Equation of Motion by Various Sign Conventions 12

        2 Longitudinal Waves in Beams 15

        2.1 The Governing Equation and the Propagation Relationships 15

        2.2 Wave Reflection at Classical and Non-Classical Boundaries 16

        2.3 Free Vibration Analysis in Finite Beams – Natural Frequencies and Modeshapes 20

        2.4 Force Generated Waves and Forced Vibration Analysis of Finite Beams 24

        2.5 Numerical Examples and Experimental Studies 27

        2.6 MATLAB Scripts 32

        3 Bending Waves in Beams 39

        3.1 The Governing Equation and the Propagation Relationships 39

        3.2 Wave Reflection at Classical and Non-Classical Boundaries 40

        3.3 Free Vibration Analysis in Finite Beams – Natural Frequencies and Modeshapes 46

        3.4 Force Generated Waves and Forced Vibration Analysis of Finite Beams 50

        3.5 Numerical Examples and Experimental Studies 55

        3.6 MATLAB Scripts 59

        4 Waves in Beams on a Winkler Elastic Foundation 69

        4.1 Longitudinal Waves in Beams 69

        4.1.1 The Governing Equation and the Propagation Relationships 69

        4.1.2 Wave Reflection at Boundaries 70

        4.1.3 Free Wave Vibration Analysis 71

        4.1.4 Force Generated Waves and Forced Vibration Analysis of Finite Beams 72

        4.1.5 Numerical Examples 76

        4.2 Bending Waves in Beams 79

        4.2.1 The Governing Equation and the Propagation Relationships 79

        4.2.2 Wave Reflection at Classical Boundaries 82

        4.2.3 Free Wave Vibration Analysis 84

        4.2.4 Force Generated Waves and Forced Wave Vibration Analysis 84

        4.2.5 Numerical Examples 89

        ftoc.indd 7 29-06-2023 20:15:06

        5 Coupled Waves in Composite Beams 97

        5.1 The Governing Equations and the Propagation Relationships 97

        5.2 Wave Reflection at Classical and Non-Classical Boundaries 100

        5.3 Wave Reflection and Transmission at a Point Attachment 102

        5.4 Free Vibration Analysis in Finite Beams – Natural Frequencies and Modeshapes 104

        5.5 Force Generated Waves and Forced Vibration Analysis of Finite Beams 105

        5.6 Numerical Examples 108

        5.7 MATLAB Script 114

        6 Coupled Waves in Curved Beams 119

        6.1 The Governing Equations and the Propagation Relationships 119

        6.2 Wave Reflection at Classical and Non-Classical Boundaries 121

        6.3 Free Vibration Analysis in a Finite Curved Beam – Natural Frequencies and Modeshapes 127

        6.4 Force Generated Waves and Forced Vibration Analysis of Finite Curved Beams 128

        6.5 Numerical Examples 134

        6.6 MATLAB Scripts 143

        7 Flexural/Bending Vibration of Rectangular Isotropic Thin Plates with Two Opposite Edges Simply-supported 151

        7.1 The Governing Equations of Motion 151

        7.2 Closed-form Solutions 152

        7.3 Wave Reflection, Propagation, and Wave Vibration Analysis Along the Simply-supported X Direction 154

        7.4 Wave Reflection, Propagation, and Wave Vibration Analysis Along the y Direction 156

        7.4.1 Wave Reflection at a Classical Boundary along the y Direction 157

        7.4.2 Wave Propagation and Wave Vibration Analysis along the y Direction 159

        7.5 Numerical Examples 159

        8 In-Plane Vibration of Rectangular Isotropic Thin Plates with Two Opposite Edges Simply-supported 189

        8.1 The Governing Equations of Motion 189

        8.2 Closed-form Solutions 190

        8.3 Wave Reflection, Propagation, and Wave Vibration Analysis along the Simply-supported X Direction 192

        8.3.1 Wave Reflection at a Simply-supported Boundary Along the X Direction 192

        8.3.2 Wave Propagation and Wave Vibration Analysis Along the X Direction 195

        8.4 Wave Reflection, Propagation, and Wave Vibration Analysis along the y Direction 197

        8.4.1 Wave Reflection at a Classical Boundary along the y Direction 198

        8.4.2 Wave Propagation and Wave Vibration Analysis along the y Direction 201

        8.5

        Special Situation of k 0 = 0: Wave Reflection, Propagation, and Wave Vibration Analysis along the y Direction 201

        8.5.1 Wave Reflection at a Classical Boundary along the y Direction Corresponding to a Pair of Type I Simple Supports Along the X Direction When K 0 = 0 202

        8.5.2 Wave Reflection at a Classical Boundary along the y Direction Corresponding to a Pair of Type II Simple Supports Along the X Direction When K 0 = 0 203

        8.5.3 Wave Propagation and Wave Vibration Analysis along the y Direction When k 0 = 0 205

        8.6 Wave Reflection, Propagation, and Wave Vibration Analysis with a Pair of Simply-supported Boundaries along the y Direction When k 0 ≠ 0 207

        8.6.1 Wave Reflection, Propagation, and Wave Vibration Analysis with a Pair of Simply-supported Boundaries along the y Direction When k 0 ≠ 0, k 1 ≠ 0, and k 2 ≠ 0 207

        8.6.2 Wave Reflection, Propagation, and Wave Vibration Analysis with a Pair of Simply-supported Boundaries along the y Direction When k 0 = 0, and either k 1 = 0 or k 2 = 0 209

        8.7 Numerical Examples 212

        8.7.1 Example 1: Two Pairs of the Same Type of Simple Supports Along the X and Y Directions 212

        8.7.2 Example 2: One Pair of the Same Type Simple Supports Along the X Direction, Various Combinations of Classical Boundaries on Opposite Edges along the y Direction 217

        8.7.3 Example 3: One Pair of Mixed Type Simple Supports Along the X Direction, Various Combinations of Classical Boundaries on Opposite Edges along the y Direction 223

        9 Bending Waves in Beams Based on Advanced Vibration Theories 227

        9.1 The Governing Equations and the Propagation Relationships 227

        9.1.1 Rayleigh Bending Vibration Theory 227

        9.1.2 Shear Bending Vibration Theory 228

        9.1.3 Timoshenko Bending Vibration Theory 230

        9.2 Wave Reflection at Classical and Non-Classical Boundaries 232

        9.2.1 Rayleigh Bending Vibration Theory 232

        9.2.2 Shear and Timoshenko Bending Vibration Theories 238

        9.3 Waves Generated by Externally Applied Point Force and Moment on the Span 244

        9.3.1 Rayleigh Bending Vibration Theory 245

        9.3.2 Shear and Timoshenko Bending Vibration Theories 246

        9.4 Waves Generated by Externally Applied Point Force and Moment at a Free End 247

        9.4.1 Rayleigh Bending Vibration Theory 248

        9.4.2 Shear and Timoshenko Bending Vibration Theories 249

        9.5 Free and Forced Vibration Analysis 250

        9.5.1 Free Vibration Analysis 250

        9.5.2 Forced Vibration Analysis 250

        9.6 Numerical Examples and Experimental Studies 252

        9.7 MATLAB Scripts 257

        10 Longitudinal Waves in Beams Based on Various Vibration Theories 263

        10.1 The Governing Equations and the Propagation Relationships 263

        10.1.1 Love Longitudinal Vibration Theory 263

        10.1.2 Mindlin–Herrmann Longitudinal Vibration Theory 264

        10.1.3 Three-mode Longitudinal Vibration Theory 265

        10.2 Wave Reflection at Classical Boundaries 267

        10.2.1 Love Longitudinal Vibration Theory 267

        10.2.2 Mindlin–Herrmann Longitudinal Vibration Theory 268

        10.2.3 Three-mode Longitudinal Vibration Theory 269

        10.3 Waves Generated by External Excitations on the Span 271

        10.3.1 Love Longitudinal Vibration Theory 271

        10.3.2 Mindlin–Herrmann Longitudinal Vibration Theory 272

        10.3.3 Three-mode Longitudinal Vibration Theory 273

        10.4 Waves Generated by External Excitations at a Free End 275

        10.4.1 Love Longitudinal Vibration Theory 275

        10.4.2 Mindlin–Herrmann Longitudinal Vibration Theory 276

        10.4.3 Three-mode Longitudinal Vibration Theory 276

        10.5 Free and Forced Vibration Analysis 277

        10.5.1 Free Vibration Analysis 278

        10.5.2 Forced Vibration Analysis 278

        10.6 Numerical Examples and Experimental Studies 281

        11 Bending and Longitudinal Waves in Built-up Planar Frames 287

        11.1 The Governing Equations and the Propagation Relationships 287

        11.2 Wave Reflection at Classical Boundaries 289

        11.3 Force Generated Waves 291

        11.4 Free and Forced Vibration Analysis of a Multi-story Multi-bay Planar Frame 292

        11.5 Reflection and Transmission of Waves in a Multi-story Multi-bay Planar Frame 304

        11.5.1 Wave Reflection and Transmission at an L-shaped Joint 304

        11.5.2 Wave Reflection and Transmission at a T-shaped Joint 308

        11.5.3 Wave Reflection and Transmission at a Cross Joint 315

        12 Bending, Longitudinal, and Torsional Waves in Built-up Space Frames 329

        12.1 The Governing Equations and the Propagation Relationships 329

        12.2 Wave Reflection at Classical Boundaries 333

        12.3 Force Generated Waves 336

        12.4 Free and Forced Vibration Analysis of a Multi-story Space Frame 338

        12.5 Reflection and Transmission of Waves in a Multi-story Space Frame 341

        12.5.1 Wave Reflection and Transmission at a Y-shaped Spatial Joint 343

        12.5.2 Wave Reflection and Transmission at a K-shaped Spatial Joint 353

        13 Passive Wave Vibration Control 369

        13.1 Change in Cross Section or Material 369

        13.1.1 Wave Reflection and Transmission at a Step Change by Euler–Bernoulli Bending Vibration Theory 371

        13.1.2 Wave Reflection and Transmission at a Step Change by Timoshenko Bending Vibration Theory 372

        13.2 Point Attachment 373

        13.2.1 Wave Reflection and Transmission at a Point Attachment by Euler–Bernoulli Bending Vibration Theory 374

        13.2.2 Wave Reflection and Transmission at a Point Attachment by Timoshenko Bending Vibration Theory 375

        13.3 Beam with a Single Degree of Freedom Attachment 376

        13.4 Beam with a Two Degrees of Freedom Attachment 378

        13.5 Vibration Analysis of a Beam with Intermediate Discontinuities 380

        13.6 Numerical Examples 381

        13.7 MATLAB Scripts 390

        14 Active Wave Vibration Control 401

        14.1 Wave Control of Longitudinal Vibrations 401

        14.1.1 Feedback Longitudinal Wave Control on the Span 401

        14.1.2 Feedback Longitudinal Wave Control at a Free Boundary 405

        14.2 Wave Control of Bending Vibrations 407

        14.2.1 Feedback Bending Wave Control on the Span 407

        14.2.2 Feedback Bending Wave Control at a Free Boundary 410

        14.3 Numerical Examples 413

        14.4 MATLAB Scripts 416

        Index 421

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