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弹性波理论(英文)(Theory of Elastic Waves)
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  • ISBN:
    9787030740601
  • 作      者:
    魏培君
  • 出 版 社 :
    科学出版社
  • 出版日期:
    2022-12-01
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Chapter 1 Fundamentals of Elastodynamics
  1.1 Basic Hypothesis of Elastodynamics
  1.1.1 Continuity Hypothesis
  The continuity hypothesis holds that the research object of elastic mechanics is the elastic deformable body which is a continuous medium filled with material points without any voids inside. In fact, all matter is composed of atoms and molecules, and matter is not continuous at the microscopic level. Even at the macroscopic level, the existence of internal cavities and cracks cannot be avoided. Continuity is only an idealized model. When studying the macroscopic phenomena and motion laws of objects, the continuity assumption makes it easier to deal with the problem. For example, the physical quantities of stress, strain and displacement are all continuous functions of coordinates, so that mathematical tools such as calculus can be used to establish and solve mathematical models of dynamic problems.
  1.1.2 Elasticity Hypothesis
  Under the action of external load, the object will generate stress field and strain field inside. When the amplitude of the stress field does not exceed the elastic limit of the material, after the external load is removed, the stress field and the strain field will disappear accordingly. This property is called the elastic property of the material. When the external load is large enough, for example, the amplitude of the stress field generated inside the object exceeds the yield limit of the material, there will be residual deformation (i.e. plastic deformation) existing inside the object and cannot be recovered when the external load is removed. The properties are called the plastic properties of the material. The elasticity hypothesis assumes that the internal stress field of the object is always in the elastic range under the action of external load.
  1.1.3 Small Deformation Hypothesis
  Small deformation means that the deformation at various points within the object due to external load is small relative to the size of the object. In other words, the strain components (including line strain and shear strain) are all quantities much smaller than 1 ? Their second powers and products are small quantities of higher order relative to the first-order quantity and can be ignored without large precision loss. Due to the small deformation assumption, the stress field and strain field can be thought to satisfy the generalized Hooke’s law. Moreover, when establishing the equilibrium equation, the geometry before deformation (initial configuration) can be used instead of the geometry after deformation (current configuration).
  1.1.4 Homogeneous Hypothesis
  Homogeneous hypothesis means that all points inside the object have the same elastic properties, namely the material elastic parameters do not change with the spatial coordinates. For non-homogeneous materials, the elastic parameters of the material are functions of coordinates, such as functional gradient materials, where the material parameters are continuous functions of coordinates. Another example is the fiber or particle reinforced composites, where the material parameters are discontinuous functions of coordinates or piecewise continuous functions. The assumption of uniformity makes the mechanical properties of the material not depend on the location, but does not guarantee that the material properties do not depend on the direction. The direction-dependent character of the material properties is described by isotropy or anisotropy. Therefore, the homogeneous assumption is not the same thing as the isotropic assumption.
  L1.5 Isotropic Hypothesis
  The isotropic means that each point inside object has the same elastic properties along different directions, namely the material elastic parameters do not change with the change of direction. For isotropic materials, only two independent elastic parameters are needed to describe the elastic properties of the material. The commonly used elastic parameters are: modulus of elasticity E’ shear modulus G,Lame constants 入 and /x, Poisson’s ratio v. However, they are not independent of each other, and there are only 2 independent parameters. For completely anisotropic materials, where the material has different properties along different directions, 21 independent parameters are needed to describe the elastic properties of the material. Usually, materials have certain symmetry, are not completely anisotropic, and their independent material parameters are between 2 and 21. For example, transverse isotropic materials have five independent elastic parameters; Orthotropic anisotropic materials have nine independent elastic parameters; Cubic crystalline systems have three independent elastic parameters; triangular crystalline systems have seven independent elastic parameters, etc.
  1.1.6 Zero Initial Stress Hypothesis
  The zero initial stress assumes that the object is in its natural state before the external load is applied and that there
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目录
Contents
1 Fundamentals of Elastodynamics 1
1.1 Basic Hypothesis of Elastodynamics 1
1.1.1 Continuity Hypothesis 1
1.1.2 Elasticity Hypothesis 1
1.1.3 Small Deformation Hypothesis 2
1.1.4 Homogeneous Hypothesis 2
1.1.5 Isotropic Hypothesis 2
1.1.6 Zero Initial Stress Hypothesis 3
1.2 Basic Conservation Laws of Elastodynamics 3
1.2.1 Law of Mass Conservation 3
1.2.2 Law of Conservation of Momentum 5
1.2.3 The Law of Conservation of Energy 6
1.3 Variational Principle of Elastodynamics 7
1.4 The Initial Boundary Value Problem of Elastodynamics 10
1.5 Transient and Steady-State Problems 12
2 Elastic Waves in an Infinite Medium 15
2.1 Scalar Potential and Vector Potential 15
2.2 Solution of Wave Equation 19
2.3 Properties of Plane Waves 31
2.3.1 Propagation Mode of Plane Waves 31
2.3.2 The Stress Distribution on the Wavefront 34
2.3.3 The Energy Flow Density of a Plane Wave 35
2.4 Inhomogeneous Plane Wave 51
2.5 Spectrum Analysis of Plane Wave 59
3 Reflection and Transmission of Elastic Waves at Interfaces 63
3.1 Classification of Interfaces and Plane Waves 64
3.1.1 Perfect Interface and Imperfect Interface 64
3.1.2 P Wave, S Wave and SH Wave 70
3.2 Reflection of Elastic Waves on Free Surface 73
3.2.1 Reflection of P Wave on Free Surface 73
3.2.2 Reflection of SH Waves on Free Surface 83
3.2.3 Reflection of SV Waves on Free Surface 84
3.2.4 Incident P Wave and SV Wave Simultaneously 90
3.3 Reflection and Transmission of Elastic Waves at the Interface 95
3.3.1 Reflection and Transmission of P Waves at the Interface 95
3.3.2 Reflection and Transmission of SH Waves at the Interface 103
3.3.3 Reflection and Transmission of SV Waves at the Interface 106
3.3.4 P Wave and SV Wave Incidence Simultaneously 112
3.4 Reflection and Transmission of Waves at the Periodic Corrugated Interface 128
4 Reflection and Transmission of Elastic Waves in Multilayer Media 151
4.1 Simultaneous Interface Conditions Method 151
4.2 Transfer Matrix Method 161
4.3 Stiffness Matrix Method 167
4.4 Multiple Reflection/Transmission Method 175
4.5 Super-Interface Method 179
4.6 The State Transfer Equation Method 193
4.7 Bloch Waves in Periodic Layered Structures207
5 Surface Wave and Interface Wave 225
5.1 P-type Surface Waves and SY-Type Surface Waves 225
5.2 Rayleigh Wave 228
5.2.1 Rayleigh Wave’s Wave Function 228
5.2.2 Rayleigh Equation 231
5.2.3 The Displacement Field of the Ryleigh Wave 233
5.2.4 Rayleigh Wave in Elastic Half-Space with Cover Layer 236
5.3 Love Wave 251
5.3.1 The Displacement Distribution of Love Wave 252
5.3.2 The Dispersion Equation of Love Wave 255
5.4 Stoneley Wave 258
5.4.1 Wave Function of Stoneley Wave 259
5.4.2 Stoneley Equation 262
5.5 Torsional Surface Wave 264
6 Guided Waves 283
6.1 Flexural Waves in Beams 283
6.2 Flexural Waves in Plate 299
6.3 Guided Waves in Plate (Lamb Wave) 309
6.3.1 Mixed Boundary Condition 312
6.3.2 Free Boundary Conditions 316
6.3.3 Fixed Boundary Condition 318
6.3.4 Liquid Load on Both Sides 320
6.4 Guided Waves in Cylindrical Rod 324
6.4.1 Axisymmetric Torsional Waves 326
6.4.2 Axisymmetric Compression Waves 328
6.4.3 Non-axisymmetric Guided Waves (Bending Waves) 331
6.4.4 Surface with Liquid Load 335
6.5 Waves in Cylindrical Tube 337
6.5.1 Axisymmetric Torsional Waves 337
6.5.2 Axisymmetric Compression Waves 339
6.5.3 Non-axisymmetric Waves (Bending Waves) 342
6.5.4 Inner and Outer Surfaces with Liquid Load 344
6.6 Guided Waves in Spherical Shell 346
6.6.1 Inner and Outer Free Surfaces 351
6.6.2 Inner and Outer Surfaces with Liquid Loads 355
References 359
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