Abstract
The first part of this chapter presents essential information on linear elastic waves. It involves basic equations of wave propagation in the theory of elasticity, volume and shear waves, the classic wave equation and basic facts associated with it, features, and terminology. The classic examples of breaking the correctness in mathematical statements (Helmholtz and Taylor instabilities and as well as Hadamard example and John sentence) are proposed, which describe the generation of waves. Special attention is given to plane waves and their classical analysis. In the second part, a model of linear elastic mixture (a structural model of the second order) that is distinct from the model of averaged elastic moduli used in the first part is considered. Here the basic equations of wave propagation in elastic mixtures, volume and shear waves, and plane waves and a brief analysis of them are presented.
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Exercises
Exercises
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1.
Establish a connection between the appearance in elastic materials of only volume and shear waves and the presence in these materials of universal deformations (five kinds, only).
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2.
Identify the most frequently used variant of D’Alembert formula in theory of waves and evaluate its simplicity.
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3.
Which sense is in introducing the frequency and circular frequency to describe harmonic waves in materials?
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4.
Derive Rayleigh’s formula, which links group and phase velocities, and construct for some simple case of the dispersion law a plot of the dependence of group velocity on wave number based on the plot of the dependence of phase velocity on wave number. Compare the plots.
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5.
Analyze whether the existence of standing waves contradict the existence of running waves within the framework of the same approach.
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6.
It is well known that Christoffel’s equation for plane waves transforms the mechanical problem on the types and number of plane waves into a mathematical problem on finding eigenvalues and eigenvectors. Verify the supposed conditions in the mathematical problem on mechanical properties (on the tensor c iklm ) and comment on them from a mechanical point of view.
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7.
Explain the use of the term energy continualization in some structural models of the second order. Why just energy? Look for the answer in the procedure of transition from a piecewise homogeneous structure to a homogeneous one.
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8.
Show the difference between effective property and effective stiffness. Explain why the term stiffness is used.
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9.
Assess the originality of the lattice model to describe wave propagation in fibrous composites and explain the different applicabilities of the model to the propagation of waves along and across fibers.
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10.
Read more in depth about the theory of granular piezoelectric powders and assess an adequacy of description of wave propagation based on this theory (see the publications of Maugin in the reference list).
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11.
The factor (−1)α in formula (4.30) determines, which component transmits and which receives linear impulse in a mixture of two elastic components. As a rule, one of two components is stiffer. Which number (α = 1 or α = 2) should be taken for this component?
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12.
Try to explain the origin of dispersion of waves in the linear theory of mixtures.
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13.
Consider the cutoff frequency and compare the theoretical prediction of this phenomenon with experimental observations of wave propagation in composite materials (first consult the reference list).
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14.
Read more (though not too much) on in-phase and antiphase vibrations of particles and establish appearance of antiphase vibrations of mixture components with the possible debonding of the composites.
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Rushchitsky, J.J. (2014). The Simplest Linear Waves in Elastic Materials. In: Nonlinear Elastic Waves in Materials. Foundations of Engineering Mechanics. Springer, Cham. https://doi.org/10.1007/978-3-319-00464-8_4
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DOI: https://doi.org/10.1007/978-3-319-00464-8_4
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