Vibration in Continuous Media

Name: Vibration in Continuous Media
Brand: Wiley-ISTE
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Erschienen am 28. März 2013

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Cover
Vibration in Continuous Media
Title Page
Copyright Page
Table of Contents
Preface
Chapter 1. Vibrations of Continuous Elastic Solid Media
1.1. Objective of the chapter
1.2. Equations of motion and boundary conditions of continuous media
1.2.1. Description of the movement of continuous media
1.2.2. Law of conservation
1.2.3. Conservation of mass
1.2.4. Conservation of momentum
1.2.5. Conservation of energy
1.2.6. Boundary conditions
1.3. Study of the vibrations: small movements around a position of static, stable equilibrium
1.3.1. Linearization around a configuration of reference
1.3.2. Elastic solid continuous media
1.3.3. Summary of the problem of small movements of an elastic continuous medium in adiabatic mode
1.3.4. Position of static equilibrium of an elastic solid medium
1.3.5. Vibrations of elastic solid media
1.3.6. Boundary conditions
1.3.7. Vibrations equations
1.3.8. Notes on the initial conditions of the problem of vibrations
1.3.9. Formulation in displacement
1.3.10. Vibration of viscoelastic solid media
1.4. Conclusion
Chapter 2. Variational Formulation for Vibrations of Elastic Continuous Media
2.1. Objective of the chapter
2.2. Concept of the functional, bases of the variational method
2.2.1. The problem
2.2.2. Fundamental lemma
2.2.3. Basis of variational formulation
2.2.4. Directional derivative
2.2.5. Extremum of a functional calculus
2.3. Reissner's functional
2.3.1. Basic functional
2.3.2. Some particular cases of boundary conditions
2.3.3. Case of boundary conditions effects of rigidity and mass
2.4. Hamilton's functional
2.4.1. The basic functional
2.4.2. Some particular cases of boundary conditions
2.5. Approximate solutions
2.6. Euler equations associated to the extremum of a functional
2.6.1. Introduction and first example
2.6.2. Second example: vibrations of plates
2.6.3. Some results
2.7. Conclusion
Chapter 3. Equation of Motion for Beams
3.1. Objective of the chapter
3.2. Hypotheses of condensation of straight beams
3.3. Equations of longitudinal vibrations of straight beams
3.3.1. Basic equations with mixed variables
3.3.2. Equations with displacement variables
3.3.3. Equations with displacement variables obtained by Hamilton's functional
3.4. Equations of vibrations of torsion of straight beams
3.4.1. Basic equations with mixed variables
3.4.2. Equation with displacements
3.5. Equations of bending vibrations of straight beams
3.5.1. Basic equations with mixed variables: Timoshenko's beam
3.5.2. Equations with displacement variables: Timoshenko's beam
3.5.3. Basic equations with mixed variables: Euler-Bernoulli beam
3.5.4. Equations of the Euler-Bernoulli beam with displacement variable
3.6. Complex vibratory movements: sandwich beam with a flexible inside
3.7. Conclusion
Chapter 4. Equation of Vibration for Plates
4.1. Objective of the chapter
4.2. Thin plate hypotheses
4.2.1. General procedure
4.2.2. In plane vibrations
4.2.3. Transverse vibrations: Mindlin's hypotheses
4.2.4. Transverse vibrations: Love-Kirchhoff hypotheses
4.2.5. Plates which are non-homogenous in thickness
4.3. Equations of motion and boundary conditions of in plane vibrations
4.4. Equations of motion and boundary conditions of transverse vibrations
4.4.1. Mindlin's hypotheses: equations with mixed variables
4.4.2. Mindlin's hypotheses: equations with displacement variables
4.4.3. Love-Kirchhoff hypotheses: equations with mixed variables
4.4.4. Love-Kirchhoff hypotheses: equations with displacement variables
4.4.5. Love-Kirchhoff hypotheses: equations with displacement variables obtained using Hamilton's functional
4.4.6. Some comments on the formulations of transverse vibrations
4.5. Coupled movements
4.6. Equations with polar co-ordinates
4.6.1. Basic relations
4.6.2. Love-Kirchhoff equations of the transverse vibrations of plates
4.7. Conclusion
Chapter 5. Vibratory Phenomena Described by the Wave Equation
5.1. Introduction
5.2. Wave equation: presentation of the problem and uniqueness of the solution
5.2.1. The wave equation
5.2.2. Equation of energy and uniqueness of the solution
5.3. Resolution of the wave equation by the method of propagation (d'Alembert's methodology)
5.3.1. General solution of the wave equation
5.3.2. Taking initial conditions into account
5.3.3. Taking into account boundary conditions: image source
5.4. Resolution of the wave equation by separation of variables
5.4.1. General solution of the wave equation in the form of separate variables
5.4.2. Taking boundary conditions into account
5.4.3. Taking initial conditions into account
5.4.4. Orthogonality of mode shapes
5.5. Applications
5.5.1. Longitudinal vibrations of a clamped-free beam
5.5.2. Torsion vibrations of a line of shafts with a reducer
5.6. Conclusion
Chapter 6. Free Bending Vibration of Beams
6.1. Introduction
6.2. The problem
6.3. Solution of the equation of the homogenous beam with a constant cross-section
6.3.1. Solution
6.3.2. Interpretation of the vibratory solution, traveling waves, vanishing waves
6.4. Propagation in infinite beams
6.4.1. Introduction
6.4.2. Propagation of a group of waves
6.5. Introduction of boundary conditions: vibration modes
6.5.1. Introduction
6.5.2. The case of the supported-supported beam
6.5.3. The case of the supported-clamped beam
6.5.4. The free-free beam
6.5.5. Summary table
6.6. Stress-displacement connection
6.7. Influence of secondary effects
6.7.1. Influence of rotational inertia
6.7.2. Influence of transverse shearing
6.7.3. Taking into account shearing and rotational inertia
6.8. Conclusion
Chapter 7. Bending Vibration of Plates
7.1. Introduction
7.2. Posing the problem: writing down boundary conditions
7.3. Solution of the equation of motion by separation of variables
7.3.1. Separation of the space and time variables
7.3.2. Solution of the equation of motion by separation of space variables
7.3.3. Solution of the equation of motion (second method)
7.4. Vibration modes of plates supported at two opposite edges
7.4.1. General case
7.4.2. Plate supported at its four edges
7.4.3. Physical interpretation of the vibration modes
7.4.4. The particular case of square plates
7.4.5. Second method of calculation
7.5. Vibration modes of rectangular plates: approximation by the edge effect method
7.5.1. General issues
7.5.2. Formulation of the method
7.5.3. The plate clamped at its four edges
7.5.4. Another type of boundary conditions
7.5.5. Approximation of the mode shapes
7.6. Calculation of the free vibratory response following the application of initial conditions
7.7. Circular plates
7.7.1. Equation of motion and solution by separation of variables
7.7.2. Vibration modes of the full circular plate clamped at the edge
7.7.3. Modal system of a ring-shaped plate
7.8. Conclusion
Chapter 8. Introduction to Damping: Example of the Wave Equation
8.1. Introduction
8.2. Wave equation with viscous damping
8.3. Damping by dissipative boundary conditions
8.3.1. Presentation of the problem
8.3.2. Solution of the problem
8.3.3. Calculation of the vibratory response
8.4. Viscoelastic beam
8.5. Properties of orthogonality of damped systems
8.6. Conclusion
Chapter 9. Calculation of Forced Vibrations by Modal Expansion
9.1. Objective of the chapter
9.2. Stages of the calculation of response by modal decomposition
9.2.1. Reference example
9.2.2. Overview
9.2.3. Taking damping into account
9.3. Examples of calculation of generalized mass and stiffness
9.3.1. Homogenous, isotropic beam in pure bending
9.3.2. Isotropic homogenous beam in pure bending with a rotational inertia effect
9.4. Solution of the modal equation
9.4.1. Solution of the modal equation for a harmonic excitation
9.4.2. Solution of the modal equation for an impulse excitation
9.4.3. Unspecified excitation, solution in frequency domain
9.4.4. Unspecified excitation, solution in time domain
9.5. Example response calculation
9.5.1. Response of a bending beam excited by a harmonic force
9.5.2. Response of a beam in longitudinal vibration excited by an impulse force (time domain calculation)
9.5.3. Response of a beam in longitudinal vibrations subjected to an impulse force (frequency domain calculation)
9.6. Convergence of modal series
9.6.1. Convergence of modal series in the case of harmonic excitations
9.6.2. Acceleration of the convergence of modal series of forced harmonic responses
9.7. Conclusion
Chapter 10. Calculation of Forced Vibrations by Forced Wave Decomposition
10.1. Introduction
10.2. Introduction to the method on the example of a beam in torsion
10.2.1. Example: homogenous beam in torsion
10.2.2. Forced waves
10.2.3. Calculation of the forced response
10.2.4. Heterogenous beam
10.2.5. Excitation by imposed displacement
10.3. Resolution of the problems of bending
10.3.1. Example of an excitation by force
10.3.2. Excitation by torque
10.4. Damped media (case of the longitudinal vibrations of beams)
10.4.1. Example
10.5. Generalization: distributed excitations and non-harmonic excitations
10.5.1. Distributed excitations
10.5.2. Non-harmonic excitations
10.5.3. Unspecified homogenous mono-dimensional medium
10.6 Forced vibrations of rectangular plates
10.7. Conclusion
Chapter 11. The Rayleigh-Ritz Method based on Reissner's Functional
11.1. Introduction
11.2. Variational formulation of the vibrations of bending of beams
11.3. Generation of functional spaces
11.4. Approximation of the vibratory response
11.5. Formulation of the method
11.6. Application to the vibrations of a clamped-free beam
11.6.1. Construction of a polynomial base
11.6.2. Modeling with one degree of freedom
11.6.3. Model with two degrees of freedom
11.6.4. Model with one degree of freedom verifying the displacement and stress boundary conditions
11.7. Conclusion
Chapter 12. The Rayleigh-Ritz Method based on Hamilton's Functional
12.1. Introduction
12.2. Reference example: bending vibrations of beams
12.2.1 Hamilton's variational formulation
12.2.2. Formulation of the Rayleigh-Ritz method
12.2.3. Application: use of a polynomial base for the clamped-free Beam
12.3. Functional base of the finite elements type: application to longitudinal vibrations of beams
12.4. Functional base of the modal type: application to plates equipped with heterogenities
12.5. Elastic boundary conditions
12.5.1. Introduction
12.5.2. The problem
12.5.3. Approximation with two terms
12.6. Convergence of the Rayleigh-Ritz method
12.6.1. Introduction
12.6.2. The Rayleigh quotient
12.6.3. Introduction to the modal system as an extremum of the Rayleigh quotient
12.6.4. Approximation of the normal angular frequencies by the Rayleigh quotient or the Rayleigh-Ritz method
12.7. Conclusion
Bibliography and Further Reading
Index

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