Abstract
The exact solutions of the linear Pochhammer–Chree equation for propagating harmonic waves in a cylindrical rod are analyzed. Spectral analysis of the matrix dispersion equation for longitudinal axially symmetric modes is performed. Analytical expressions for displacement fields are obtained. Variation of wave polarization on the free surface due to variation of Poisson’s ratio and circular frequency is analyzed. It is observed that at the phase speed coinciding with the bulk shear speed (\(c_2\)) all the components of the displacement field vanish, meaning that no longitudinal axisymmetric Pochhammer–Chree wave can propagate at \(c_2\) phase speed.
Similar content being viewed by others
Avoid common mistakes on your manuscript.
1 Introduction
The equation for propagating harmonic waves in a cylindrical rod, now known as the Pochhammer–Chree equation, was for the first time derived in [1,2,3]. However, the corresponding solutions binding the phase or group speed with frequency remained unexplored until the middle of the last century, when the first branches of the dispersion curves were obtained numerically in [4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22]. In [4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20] longitudinal axially symmetric modes were explored, and in [21, 22] flexural and torsional modes were also considered. According to [16] the axially symmetric longitudinal modes are denoted by L(0, m), where m is the mode number.
In [4,5,6] by asymptotic methods were obtained analytical formulas for both short-wave (\(c_{1,\mathrm{lim}})\) and long-wave (\(c_{{2,\mathrm{lim}}} )\) limits for the phase speed for the lowest (fundamental) branch of the longitudinal axially symmetric modes. Following [6] (see also [15]), the short-wave limit speed (\(c_{1,\mathrm{lim}})\) at \(\omega \rightarrow \infty \)
coincides with Rayleigh wave speed (\(c_\mathrm{R})\), while the long-wave limit speed \(c_{{2,}\mathrm{lim}}\) yields [15]
where E is Young’s modulus and \(\rho \) is the material density. In [6, 15] the long-wave limit \(c_{{2,}\mathrm{lim}} \) was named as the “rod” wave speed.
One of the interesting peculiarities of propagating \(L(0,m), m>1\), modes at \(\gamma \rightarrow 0\), where \(\gamma \) is the wave number (\(\gamma =2\pi /\lambda \), where \(\lambda \) is the wavelength), corresponds to the zero slope of the dimensionless frequency \(\varOmega \) [15]:
In (1.3) \(\varOmega =\omega R/c_2 \); \(\omega \) is a circular frequency, R is a radius of the rod; and \(c_2 \) is a speed of the bulk shear wave. Actually, condition (1.3) means the presence of the horizontal asymptote in the dispersion relation \(\omega (c)\) at the phase speed \(c\rightarrow \infty \) for higher longitudinal axially symmetric modes. Resemblance of the dispersion curves of Pochhammer–Chree waves with Lamb and Love ones is remarked in [23, 24].
Extensions of the Pochhammer–Chree waves to helical waves (longitudinal axially symmetric modes) that relate to non-integer coefficients at the angle coordinate in the corresponding potentials were analyzed in [25,26,27]. The analysis of rotational waves in cylinders of finite length was performed in [28].
2 Displacement representation
Equation of motion for an isotropic medium in the absence of body forces can be represented in a form
where \(\mathbf{u}\) is the displacement field, \(c_1, c_2 \) are speeds of bulk longitudinal and shear waves, respectively, and
In (2.2) \(\lambda , \mu \) are Lame’s constants and \(\rho \) is a material density.
The Helmholtz representation for the displacement field \(\mathbf{u}\) yields
where \(\varPhi \) and \({\varvec{\Psi }} \) are scalar and vector potentials, respectively. Substituting (2.3) into equation of motion (2.1) yields
For a harmonic wave propagating along axis z, potentials (2.4) can be represented in a form
where, as before, \(\gamma \) is the wave number related to the phase speed c and circular frequency \(\omega \) by equation
In (2.5) \({{\varvec{x}}}'\) is the (vector) coordinate in the cross section of a rod (\(\mathbf{{x}'}=\mathbf{x}-(\mathbf{n}\cdot \mathbf{x})\mathbf{n})\); \(\mathbf{n}\) is the wave vector; and \(z=\mathbf{n}\cdot \mathbf{x}\) (z is the coordinate along central axis of the rod).
Substituting representations (2.5) into Eq. (2.4) yields the Helmholtz equations for the potentials
Now, taking into account (2.3)–(2.7), the desired vector field corresponding to the propagating longitudinal axially symmetric harmonic wave becomes [19]
where
3 Dispersion equation
Traction-free boundary conditions on a lateral cylindrical surface at \(r=R\) have the form
where \({\varvec{\upnu }} \) is the (outward) surface normal.
Substituting the displacement representation (2.8) into boundary conditions (3.1) yields the following equations written up to exponential multiplier \(e^{i\gamma (z-ct)})\)
Equation (3.2) result in the desired dispersion equation
where \(\mathbf{A}\) is a square and generally non-symmetric \(2\times 2\) matrix with complex coefficients:
Two-dimensional (right) eigenvectors related to vanishing eigenvalues (kernel eigenvectors) of matrix \(\mathbf{A}\) define polarization of the corresponding Pochhammer–Chree waves.
4 Spectral analysis of matrix \(\mathbf{A}\)
Spectral analysis of matrix \(\mathbf{A}\) splits into two cases.
4.1 Matrix \(\mathbf{A}\) is (semi) simple
That is the case when matrix \(\mathbf{A}\) contains no Jordan blocks and hence has two distinct eigenvectors. Spectral decomposition of \(\mathbf{A}\) yields
where \(\lambda _1, \lambda _2 \) are right eigenvalues of matrix \(\mathbf{A}\), and \(\vec {\alpha }_1, \vec {\alpha }_2 \) are two-dimensional eigenvectors. The characteristic equation for matrix \(\mathbf{A}\) written in the form
where \(\mathbf{I}\) is the unit diagonal matrix, yields the following representations for eigenvalues
where
Note that coefficients \(A_{ij} \) in (4.4) are defined by (3.4).
The corresponding (normed) eigenvectors have the form
Analyses of expressions (4.3) and (4.5) allow formulating
Proposition 4.1
-
(a)
The necessary and sufficient condition for simplicity of matrix \(\mathbf{A}\) is
$$\begin{aligned} d\ne 0, \end{aligned}$$(4.6)where discriminant d is defined by (4.4).
-
(b)
Condition for degeneracy of matrix \(\mathbf{A}\) takes the form
$$\begin{aligned} A_{11} A_{22} =A_{12} A_{21}. \end{aligned}$$(4.7)
Proof
-
(a)
Expression (4.3) reveals that condition (4.6) gives a necessary and sufficient condition for simplicity of the considered matrix.
-
(b)
Due to (4.3), condition of degeneracy takes the form
$$\begin{aligned} s^{2}=d^{2}. \end{aligned}$$(4.8)
Equation (4.8) with account of (4.4) yields the desired Eq. (4.7). \(\square \)
Remark 4.1
The straightforward analysis reveals that condition (4.7) is equivalent to the dispersion equation (3.3).
4.2 Matrix \(\mathbf{A}\) is non-semisimple (contains Jordan block)
Condition for non-simplicity of matrix \(\mathbf{A}\) following from expression (4.3) yields
At (4.9) the spectral decomposition of matrix \(\mathbf{A}\) results in
Thus, at (4.9) matrix \(\mathbf{A}\) becomes not only non-simple matrix, but non-semisimple as well, since it has only one (right) eigenvector (4.10).
At (4.9) and in view of (4.3) the double degeneracy of \(\mathbf{A}\) is equivalent to
Now, taking into account (4.4), the following proposition flows out
Proposition 4.2
-
(a)
The necessary and sufficient condition for non-semisimplicity of matrix \(\mathbf{A}\) is
$$\begin{aligned} f^{2}=-A_{12} A_{21}. \end{aligned}$$(4.12) -
(b)
At condition (4.12) the double degeneracy of matrix \(\mathbf{A}\) takes the form
$$\begin{aligned} A_{11} =-A_{22}. \end{aligned}$$(4.13)
Proof
-
(a)
Proposition 4.1a ensures that at (4.9) matrix \(\mathbf{A}\) becomes non-simple. But, at (4.9) both eigenvectors coincide due to (4.5), so actually \(\mathbf{A}\) becomes non-semisimple. Then, substituting expressions (4.4) into (4.9) yields condition (4.12).
-
(b)
Due to (4.3), the degeneracy of matrix \(\mathbf{A}\) at (4.9) is equivalent to
$$\begin{aligned} s=0. \end{aligned}$$(4.14)
But, (4.14) is equivalent to (4.13). \(\square \)
Remark 4.2
For the considered case of degeneracy of the non-semisimple matrix, the corresponding dispersion equation takes the form
5 Displacement fields
Components of the kernel eigenvectors (4.5), (4.10), that correspond to vanishing eigenvalues, are coefficients \(C_1, C_2 \) in expressions (2.8). Depending on the spectral properties of matrix \(\mathbf{A}\), two cases are considered.
5.1 Matrix \(\mathbf{A}\) is (semi) simple
Substituting components of the kernel eigenvector (4.5) that corresponds to vanishing eigenvalue (4.3) into (2.8) at condition (4.7) yields
where f, d are defined by (4.4) and coefficients \(A_{ij} \) of matrix \(\mathbf{A}\) are defined by (3.4). In (5.1) and further vanishing component \(u_\theta \) is not present.
Proposition 5.1
For (semi\(-)\) simple matrix \(\mathbf{A}\) the displacement component \(u_z \) vanishes at \(r=0\) and at \(c=c_2 \) regardless of frequency.
Proof
For the considered case condition (4.7) takes the form
Equation (5.2) with account of (4.4) can be transformed to the equivalent equation:
Substituting expressions (3.4) into (5.3) at \(c=c_2 \) ensures vanishing \(u_z \) at \(r=0\). \(\square \)
Corollary
For the considered simple matrix \(\mathbf{A}\), expressions (5.1) are applicable for any axially symmetric mode L(0, m), \(m>0\).
5.2 Matrix \(\mathbf{A}\) is non-semisimple (contains Jordan block)
Substituting components of the kernel eigenvector (4.10) into (2.8) with account of conditions of degeneracy (4.12) and (4.13) yields
Proposition 5.2
For non-semisimple matrix \(\mathbf{A}\) the displacement component \(u_z \) does not vanish at \(r=0\) and at \(c=c_2 \) regardless of frequency.
Proof
For the considered case condition (4.13) takes the form
Equation (5.5) with account of (4.4) can be transformed to the equivalent equation
Substituting (3.4) into (5.6) at \(c=c_2 \) reveals that condition (5.5) does not hold. \(\square \)
Corollary
For the considered non-semisimple matrix \(\mathbf{A}\), expressions (5.1) are applicable for any axially symmetric mode L(0, m), \(m>0\).
5.3 Displacement amplitudes on a lateral surface
Normalized amplitudes \(U_r, U_z \) of the displacement fields on a cylinder lateral surface at \(r=R\) can be defined by the following formulas
Remark 5.3
Generally, amplitude values of the components \(\left| {u_r } \right| \) and \(\left| {u_z } \right| \) can simultaneously vanish at some value of the radius, and particularly, they can vanish at \(r=R\). For this reason unity is added to the denominators in (5.7).
6 Displacements for the fundamental mode
Displacement components are defined by expressions (5.1) for a simple matrix. (It can be shown that for the fundamental mode the non-semisimplicity cannot arise.) Amplitudes \(U_r, U_z \) on a free surface of the cylinder are defined by Eq. (5.7). The amplitudes \(U_r, U_z \) will be analyzed at different values of Poisson’s ratio from the interval \({l{\nu }} \in (0, 0.4]\).
6.1 Dispersion curves
For these values of Poisson’s ratio dispersion equation (3.3) allowed to obtain dispersion curves related to the fundamental axially symmetric mode L(0, 1). The corresponding curves are presented in Fig. 1 in terms of the dimensionless (1) phase speed \(c/c_{2,\mathrm{lim} } \), where \(c_{2,\mathrm{lim} } \) is defined by (1.2), and (2) dimensionless frequency \(\omega R/c_2 \), where \(c_2 \) is the bulk shear wave speed defined by (2.2).
The corresponding values of Poisson’s ratio are given in the legend. The dispersion curves in Fig. 1 clearly indicate the presence of two asymptotic phase velocities: \(c_{1,\lim } \) at \(\omega \rightarrow \infty \) and \(c_{2,\lim } \) at \(\omega \rightarrow 0\).
6.2 Amplitudes \(U_r \)
Variation of the displacement amplitude \(U_r \) related to the fundamental mode with respect to variation of the phase speed is plotted in Fig. 2. The presented plots correspond to different values of Poisson’s ratio indicated in the legend.
The most interesting in Fig. 2 is vanishing of the amplitude \(U_r \) at the phase speed \(c\rightarrow c_2 \pm 0\) and at \(c\rightarrow c_{2,\mathrm{lim} } -0\).
6.3 Amplitude \(U_z \)
Variation of the displacement amplitude \(U_z \) related to the fundamental mode with respect to variation of the phase speed is plotted in Fig. 3. The presented plots correspond to different values of Poisson’s ratio indicated in the legend.
Herein, the displacement amplitude \(U_z \) vanishes at two values of the phase speed related to \(c_2 \) and another speed \(c_k \). The latter speed depends upon Poisson’s ratio and can be approximated by the following fraction-rational expression
At higher speeds than \(c_k \) the component \(U_z \) gradually rises to about 0.5 almost independently of Poisson’s ratio. Parameters a, b in (6.1) are found by the regression analysis. The obtained values for a, b in (6.1) ensure relative error not exceeding 0.1% for the considered Poisson’s ratio values \({{\nu }} \in (0, 0.4]\).
Variation of the phase speed \(c_k \) with respect to Poisson’s ratio is marked by dots in Fig. 4, where the dashed line corresponds to computations by approximate formula (6.1).
Remark 6.1
-
(A)
Substituting phase speed \(c=c_2 \) into (3.4) reveals that at \(c_2 \) matrix \(\mathbf{A}\) is simple with the following kernel (right) eigenvector
$$\begin{aligned} \left( {{\begin{array}{l} 0 \\ 1 \\ \end{array} }} \right) \leftrightarrow \lambda =0. \end{aligned}$$(6.2)The kernel eigenvector (6.2) corresponds to the following coefficients in representation (2.8):
$$\begin{aligned} C_1 =0,\quad C_2 =1. \end{aligned}$$(6.3)Analyzing expressions (5.1), (5.7) for the considered matrix \(\mathbf{A}\) ensures that \(U_r =U_z =0\) at \(c\rightarrow c_2 \pm 0\).
-
(B)
Analogously, substituting coefficients (6.3) into expression (5.1) for the displacement components ensures that \(u_r =u_z =0\) at \(c\rightarrow c_2 \pm 0\) independent of circular frequency. This means that no longitudinal axisymmetric harmonic Pochhammer–Chree waves can propagate at \(c_2 \) phase speed.
7 Conclusions
The exact solutions of the linear Pochhammer–Chree equation for propagating harmonic axisymmetric longitudinal waves L(0, m) in a cylindrical rod were analyzed.
Spectral analysis of the matrix dispersion equation for longitudinal axially symmetric modes (\(L(0, m), m>0)\) of Pochhammer–Chree waves was performed, revealing that no longitudinal modes can propagate at \(c_2 \) phase speed.
Variation of wave polarization on the free surface due to variation of Poisson’s ratio and circular frequency was analyzed. It was found that there was phase speed \(c_k \) (value of this speed depends upon Poisson’s ratio) at which longitudinal component \(U_z \) of the fundamental longitudinal mode vanishes.
References
Pochhammer, L.: Ueber die Fortpflanzungsgeschwindigkeiten kleiner Schwingungen in einem unbegrenzten isotropen Kreiscylinder. J. Reine Angew. Math. 81, 324–336 (1876)
Chree, C.: Longitudinal vibrations of a circular bar. Q. J. Pure Appl. Math. 21, 287–298 (1886)
Chree, C.: The equations of an isotropic elastic solid in polar and cylindrical coordinates, their solutions and applications. Trans. Camb. Philos. Soc. 14, 250–309 (1889)
Field, G.S.: Velocity of sound in cylindrical rods. Can. J. Res. 5, 619–624 (1931)
Field, G.S.: Longitudinal waves in cylinders of liquid, in hollow tubes and in solid rods. Can. J. Res. 11, 254–263 (1934)
Field, G.S.: Dispersion of supersonic waves in cylindrical rods. Phys. Rev. 57, 1188 (1940)
Shear, S.K., Focke, A.B.: The dispersion of supersonic waves in cylindrical rods of polycrystalline silver, nickel, and magnesium. Phys. Rev. 57, 532–537 (1940)
Bancroft, D.: The velocity of longitudinal waves in cylindrical bars. Phys. Rev. 59, 588–593 (1941)
Hudson, G.E.: Dispersion of elastic waves in solid circular cylinders. Phys. Rev. 63, 46–51 (1943)
Holden, A.H.: Longitudinal modes of elastic waves in isotropic cylinders and slabs. Bell Syst. Tech. J. 30, 956–969 (1951)
Adem, J.: On the axially-symmetric steady wave propagation in elastic circular rods. Q. Appl. Math. 12, 261–275 (1954)
Redwood, M., Lamb, J.: On propagation of high frequency compressional waves in isotropic cylinders. Proc. Phys. Soc. Lond. 70, 136–143 (1957)
Mindlin, R.D., McNiven, H.D.: Axially symmetric waves in elastic rods. Trans. ASME. J. Appl. Mech. 27, 145–151 (1960)
McNiven, H.D., Perry, D.C.: Axially symmetric waves in infinite, elastic rods. J. Acoust. Soc. Am. 34, 433–437 (1962)
Onoe, M., McNiven, H.D., Mindlin, R.D.: Dispersion of axially symmetric waves in elastic rods. Trans. ASME. J. Appl. Mech. 29, 729–734 (1962)
Meeker, T.R., Meitzler, A.H.: Guided wave propagation in elongated cylinders and plates. In: Mason, W.P. (ed.) Physical Acoustics. Principles and Methods, vol. 1A, pp. 111–167. Academic Press, New York (1964)
Kolsky, H.: Stress waves in solids. J. Sound Vib. 1, 88–110 (1964)
Hutchinson, J.R., Percival, C.M.: Higher modes of longitudinal wave propagation in thin rod. J. Acoust. Soc. Am. 44, 1204–1210 (1968)
Zemanek, J.: An experimental and theoretical investigation of elastic wave propagation in a cylinder. J. Acoust. Soc. Am. 51, 265–283 (1972)
Thurston, R.N.: Elastic waves in rods and clad rods. J. Acoust. Soc. Am. 64, 1–37 (1978)
Pao, Y.-H., Mindlin, R.D.: Dispersion of flexural waves in an elastic, circular cylinder. Trans. ASME. J. Appl. Mech. 27, 513–520 (1960)
Valsamos, G., Casadei, F., Solomos, G.: A numerical study of wave dispersion curves in cylindrical rods with circular cross-section. Appl. Comput. Mech. 7, 99–114 (2013)
Kuznetsov, S.V.: Lamb waves in anisotropic plates. Acoust. Phys. 60, 95–103 (2014). (Review)
Kuznetsov, S.V.: Love waves in nondestructive diagnostics of layered composites. Surv. Acoust. Phys. 56, 877–892 (2010)
Tyutekin, V.V., Boiko, A.I.: Helical normal waves near a cylindrical cavity in an elastic medium. Acoust. Phys. 56, 141–144 (2010)
Pavić, G., Chevillotte, F., Heraud, J.: Dynamics of large-diameter water pipes in hydroelectric power plants. J. Phys. Conf. Ser. 813, 1–5 (2017)
Sharma, G.S., Skvortsov, A., MacGillivray, I., Kessissoglou, N.: Acoustic performance of gratings of cylindrical voids in a soft elastic medium with a steel backing. J. Acoust. Soc. Am. 141, 4694–4704 (2017)
Seemann, W.: Wellenausbreitung in rotierenden und statisch konservativ vorbelasteten Zylindern, Ph.D. Thesis. Universität Karlsruhe, Fakultät für Maschinenbau, Diss. v. (1991)
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Ilyashenko, A.V., Kuznetsov, S.V. Pochhammer–Chree waves: polarization of the axially symmetric modes. Arch Appl Mech 88, 1385–1394 (2018). https://doi.org/10.1007/s00419-018-1377-7
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00419-018-1377-7