Abstract
Three-dimensional scattering and dynamic stress concentration of Lamb-like waves around a spherical inclusion (inhomogeneity and a cavity) in a thick spherical shell are investigated theoretically and numerically. Two spherical coordinates, located at the spherical shell center and the inclusion center, are established to express the incident and scattered wave potential functions. By a kind of addition formulas, all the potential functions can be transformed into the same coordinate, then the analytical solution of the displacements and stresses are derived, and all the undetermined coefficients are solved by satisfying the boundary condition and the interface condition. In order to describe the 3-D stresses concentration, multiple DSCFs are employed and the 3-D distributions are depicted. The results reveal the influences of inclusion material and the cavity on the distributions of DSCFs, and the influence of incident wave frequency and inclusion position are also calculated. This research is expected to provide theoretical understanding on dynamic analysis and mechanical properties evaluation of the spherical shells.
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Abbreviations
- \(A_{11}^\mathrm{I} , C_{11}^\mathrm{I} \) :
-
Amplitude coefficients for incident P- and SV-waves, respectively
- \(A_{{L}'}^{22} , B_{{L}'}^{22} \) and \(C_{{L}'}^{22} \) :
-
Scattered wave amplitudes for \(\hbox {S1}\) in the coordinate \(\left( {r_2 ,\theta _2 ,\varphi _2 } \right) \)
- \(\tilde{A}_L^{11} , \tilde{B}_L^{11} \) and \(\tilde{C}_L^{11} \) :
-
Scattered wave amplitudes for \(\hbox {S2}\) in the coordinate \(\left( {r_1 ,\theta _1 ,\varphi _1 } \right) \)
- :
-
Scattered wave amplitudes for \(\hbox {S3}\) in the coordinate \(\left( {r_1 ,\theta _1 ,\varphi _1 } \right) \)
- \(A_L^{21} , B_L^{21} \) and \(C_L^{21} \) :
-
Scattered wave amplitudes for \(\hbox {S1}\) in the coordinate \(\left( {r_1 ,\theta _1 ,\varphi _1 } \right) \)
- \(\tilde{A}_{{L}'}^{12} , \tilde{B}_{{L}'}^{12} \) and \(\tilde{C}_{{L}'}^{12} \) :
-
Scattered wave amplitudes for \(\hbox {S2}\) in the coordinate \(\left( {r_2 ,\theta _2 ,\varphi _2 } \right) \)
- :
-
Scattered wave amplitudes for \(\hbox {S3}\) in the coordinate \(\left( {r_2 ,\theta _2 ,\varphi _2 } \right) \)
- \(b_l \) :
-
Represents the different kinds of spherical Bessel functions
- c :
-
Dimensionless thickness
- \(D_{{L}'}^{22} , E_{{L}'}^{22} \) and \(F_{{L}'}^{22} \) :
-
Amplitudes for standing waves \(\hbox {F}\) in the coordinate \(\left( {r_2 ,\theta _2 ,\varphi _2 } \right) \)
- \(e_i \) :
-
Residual
- \(\mathbf{e}_\mathrm{r} \) :
-
Unit vector in radial direction
- \(\hbox {F}\) :
-
Superscript standing wave in the inclusion
- \(h_l^{\left( 1 \right) } , h_l^{\left( 2 \right) } \) :
-
Spherical Hankel functions of the first and the second kind
- \(\hbox {I}\) :
-
Superscript for incident waves
- \(j_l \) :
-
Spherical Bessel functions of the first kind
- K :
-
Wave number
- l :
-
The index for \(Y_{lm} \,\,j_l \), \(h_l^{\left( 1 \right) } \) and \(h_l^{\left( 2 \right) } \) in the coordinate \(\left( {r_1 ,\theta _1 ,\varphi _1 } \right) \)
- L :
-
Logogram for \(\left( {l,m} \right) \) in the coordinate \(\left( {r_1 ,\theta _1 ,\varphi _1 } \right) \)
- \({l}'\) :
-
The index for \(Y_{{l}'{m}'} \,\,j_{{l}'} \), \(h_{{l}'}^{\left( 1 \right) } \) and \(h_{{l}'}^{\left( 2 \right) } \) in the coordinate \(\left( {r_2 ,\theta _2 ,\varphi _2 } \right) \)
- \({L}'\) :
-
Logogram for \(\left( {{l}',{m}'} \right) \) in the coordinate \(\left( {r_2 ,\theta _2 ,\varphi _2 } \right) \)
- m :
-
The index for \(Y_{lm} \) in the coordinate \(\left( {r_1 ,\theta _1 ,\varphi _1 } \right) \)
- \({m}'\) :
-
The index for \(Y_{{l}'{m}'} \) in the coordinate \(\left( {r_2 ,\theta _2 ,\varphi _2 } \right) \)
- \(\mathbf{n}\) :
-
Direction vector of the incident wave
- \(P_l^m \) :
-
Associated Legendre function
- r and R :
-
The inner and the outer radius of the shell
- \(r_0 \) :
-
The radius of the inclusion
- \(\bar{{R}}\) :
-
Dimensionless outer radius
- \(\bar{{R}}_{12} \) :
-
Dimensionless distance between the two origins
- \(\bar{{r}}\) :
-
The dimensionless radius of the inclusion
- \(\left( {r_1 ,\theta _1 ,\varphi _1 } \right) \) :
-
The spherical coordinate with the origin \(O_1 \) located at the shell center
- \(\left( {r_2 ,\theta _2 ,\varphi _2 } \right) \) :
-
The spherical coordinate with the origin \(O_2 \) located at the inclusion center
- \(\hbox {S1}\) :
-
Superscript for the scattered waves by inclusion
- \(\hbox {S2}\) :
-
Superscript for the scattered waves by inner shell
- \(\hbox {S3}\) :
-
Superscript for the scattered waves by outer shell
- t :
-
Time
- \(\mathbf{u}\) :
-
Displacement vector
- \(Y_{lm} \) :
-
Spherical harmonic function
- \(\bar{{Y}}_{lm} \) :
-
The complex conjugate of \(Y_{lm} \)
- \(\alpha \) :
-
Wave number for P-wave
- \(\alpha _1 \) :
-
P-wave number in the shell as known constant
- \(\alpha _2 \) :
-
P-wave number in the inclusion as known constant
- \(\bar{{\alpha }}_1 \) :
-
Dimensionless frequency P-wave number in the shell
- \(\bar{{\alpha }}_2 \) :
-
Dimensionless frequency SV-wave number in the inclusion
- \(\beta \) :
-
Wave number for SV-wave and SH-wave
- \(\beta _1 \) :
-
SV- and SH-wave number in the shell as known constant
- \(\beta _2 \) :
-
SV- and SH-wave number in the inclusion as known constant
- \(\bar{{\beta }}_1 \) :
-
Dimensionless frequency SV- and SH-wave number in the shell
- \(\bar{{\beta }}_2 \) :
-
Dimensionless frequency SV- and SH-wave number in the inclusion
- \(\delta \) :
-
Ratio of elastic modulus
- \(\eta , \psi \) and \(\chi \) :
-
Potential function for P-, SH- and SV-waves, respectively
- \(\eta _{11}^\mathrm{I} , \chi _{11}^\mathrm{I} \) :
-
Potential function for incident waves of P- and SV-waves
- \(\eta _{22}^{\mathrm{S1}} , \psi _{22}^{\mathrm{S1}} \) and \(\chi _{22}^{\mathrm{S1}} \) :
-
Potential function for scattered waves \(\hbox {S1}\) of P-, SH- and SV-waves, respectively
- \(\eta _{22}^{\mathrm{S2}} , \psi _{22}^{\mathrm{S2}} \) and \(\chi _{22}^{\mathrm{S2}} \) :
-
Potential function for scattered waves \(\hbox {S2}\) of P-, SH- and SV-waves, respectively
- \(\eta _{22}^{\mathrm{S3}} , \psi _{22}^{\mathrm{S3}} \) and \(\chi _{22}^{\mathrm{S3}} \) :
-
Potential function for scattered waves \(\hbox {S3}\) of P-, SH- and SV-waves, respectively
- \(\eta ^{\mathrm{F}}, \psi ^{\mathrm{F}}\) and \(\chi ^{\mathrm{F}}\) :
-
Potential function for standing \(\hbox {F}\) of P-, SH- and SV-waves, respectively
- \(\lambda \) and \(\mu \) :
-
Láme constants
- \(\lambda _1 \) and \(\mu _1 \) :
-
The Láme constants of the shell
- \(\lambda _2 \) and \(\mu _2 \) :
-
The Láme constants of the inclusion
- \(\nu \) :
-
Poisson’s ratio
- \(\left( {\theta _0 ,\varphi _0 } \right) \) :
-
Azimuth of incident wave
- \(\rho \) :
-
Density
- \(\rho _1 \) :
-
The density of the shell
- \(\rho _2 \) :
-
The density of the inclusion
- \(\left| {\sigma _{rr}^{*} } \right| , \left| {\sigma _{\theta \theta }^{*} } \right| , \left| {\sigma _{\varphi \varphi }^{*} } \right| , \left| {\sigma _{r\theta }^{*} } \right| \) :
-
DSCFs for the inclusion
- \(\left| {\sigma _{\theta \theta }^{*} } \right| , \left| {\sigma _{\varphi \varphi }^{*} } \right| \) :
-
DSCFs for the cavity
- \(\sigma _0 \) :
-
The amplitude of stress of incident wave
- \(\omega \) :
-
Angular frequency
- \(\bar{{\omega }}\) :
-
Dimensionless frequency
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Acknowledgements
Project supported by the National Natural Science Foundation of China (Project No. 11302023) and Fundamental Research Funds for the Central Universities (Project No. FRF-TP-14-030A1) are greatly acknowledged.
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Appendices
Appendix 1: The relation between the incident wave amplitudes \(A_{11}^\mathrm{I} \) and \(C_{11}^\mathrm{I} \)
As it is described in Fig. 22, the incident waves are coupled by the P- and SV-wave of the same incident angle \(\left( {\theta _0 ,\varphi _0 } \right) \).
In the Cartesian coordinate system \(\left( {x_1 ,y_1 ,z_1 } \right) \) the potential functions for the incident wave can be presented as:
where \(A_{11}^\mathrm{I} \), \(C_{11}^\mathrm{I} \) refer to the amplitudes of P-wave and SV-wave, and \(\alpha _1 \), \(\beta _1 \) denote the wave number for P-wave and SV-wave, respectively.
As it is well known that P- and SV-wave propagate in the same wave plane, which means that the projection of displacements on the normal of the wave plane is equal to 0. For convenience, the plane which is perpendicular to \(x_1 o_1 y_1 \) is assumed as the wave plane, and the normal of the wave plane is given as
with \(\varphi _N =\varphi _0 -\pi /2\).
In this case, \(\mathbf{u}\) can be rewritten as
where \(\nabla \) means the Laplace operator in the Cartesian coordinate system. Thus, from the equation that
the relation between the amplitudes \(A_{11}^\mathrm{I} \) and \(C_{11}^\mathrm{I} \) is obtained
It is obviously that the relation is independent of the assumption of the wave plane.
Appendix 2: The addition formula for \(h_l^{\left( 2 \right) } \bar{{Y}}_{{l}'{m}'} \)
In this appendix expansion form of the addition formula into the series in terms of \(h_l^{\left( 2 \right) } \bar{{Y}}_{{l}'{m}'} \) is derived. As shown in Fig. 23, \(O_1 \) and \(O_2 \) are the two origins of the different spherical coordinates,
The bicentric expansion form of Green function is expressed as [24] :
where
And the radial coefficient is given by
and as it is known Eq. (67) in the region \(I(r_0 +r_2 \le R_{12} )\) is obtained as following [24]:
And the bicentric expansion form Eq. (65) is rewritten as
with
Similarly, in the region II (\(r_2 +R_{12} <r_0 \)), the integral in Eq. (67) can be calculated by contour integral as
Furthermore, let \(\lim R_{12} \rightarrow 0\), the classical expansion of Green function can be obtained from Eq. (71)
According to the orthotropic character of \(Y_{lm} \), the following addition formula can be deduced
Appendix 3: The elements in Eqs. (29)–(31), and (37)–(44)
The expression of \(T_{ij,l}^\gamma \) and \(T_{5w,l}^\gamma \) in Eqs. (29)–(31) is listed as follows:
\(T_{ij,l}^\gamma (i=1,2;j=1,2)\) and \(T_{5w,l}^\gamma (w=7,8,9)\) stand for the radial coefficients of stresses, in which the superscript \(\gamma =\hbox {S}1\), \(\hbox {S2}\), \(\hbox {S3}\) and \(\hbox {I}\) correspond to the cases of the scattered waves evoked from the inclusion, the inner boundary, the outer boundary in the shell and the case of the incident waves, respectively. Also, for the case \(\gamma =\hbox {S}1\), \(\hbox {S2}\), \(\hbox {S3}\) and \(\hbox {I}\), \(b_l \) is accordingly taken as \(h_l^{\left( 1 \right) } \), \(h_l^{\left( 1 \right) } \), \(h_l^{\left( 2 \right) } \) and \(j_l \).
The expression of \(\Gamma _{ij,{l}'}^\gamma \), \(\Gamma _{3w,{l}'}^\gamma \), \(U_{ij,{l}'}^\gamma \) and \(U_{3w,{l}'}^\gamma \) in Eqs. (37)–(44) is listed as follows
\(\Gamma _{ij,{l}'}^\gamma (i=1,2;j=1,2)\) and \(\Gamma _{3w,{l}'}^\gamma (w=1,7,8,9)\) stands for the radial coefficients of stresses, \(U_{ij,{l}'}^\gamma \) and \(U_{3w,{l}'}^\gamma \) stand for the radial coefficients of displacements, in which the superscript \(\gamma =\hbox {S}1\), \(\hbox {S2}\), \(\hbox {S3}\), \(\hbox {I}\) and \(\hbox {F}\) correspond to the cases of the scattered waves evoked from the inclusion, the inner boundary, the outer boundary in the shell, the case of the incident waves and the case of the standing waves in the inclusion, respectively. Also, for the case \(\gamma =\hbox {S}1\), \(\hbox {S2}\), \(\hbox {S3}\), \(\hbox {I}\) and \(\hbox {F}\), \(b_l \) is accordingly taken as \(h_l^{\left( 1 \right) } \), \(h_l^{\left( 1 \right) } \), \(h_l^{\left( 2 \right) } \) and \(j_l \). Meanwhile, \(k=1\) when \(\gamma =\hbox {S}1\), \(\hbox {S2}\), \(\hbox {S3}\) and \(\hbox {I}\); \(k=2\) when \(\gamma =\hbox {F}\)
Appendix 4: The solution processes for the unknown coefficients
From the boundary conditions (48) and interface conditions (50), the amplitudes \(A_{L_2 }^{\mathrm{S}1} \), \(C_{L_2 }^{\mathrm{S}1} \), \(A_{L_1 }^{\mathrm{S2}} \), \(C_{L_1 }^{\mathrm{S2}} \), \(A_{L_1 }^{\mathrm{S3}} \), \(C_{L_1 }^{\mathrm{S3}} \), \(D_{L_1 }^\mathrm{F} \) and \(F_{L_1 }^\mathrm{F} \) could be solved by the following process.
From the boundary conditions (48) we can obtain
and the amplitudes \(A_{L_1 }^{\mathrm{S2}} \), \(C_{L_1 }^{\mathrm{S2}} \), \(A_{L_1 }^{\mathrm{S3}} \) and \(C_{L_1 }^{\mathrm{S3}} \) can be expressed in the form
where the matrix
Substitution of Eqs. (75) and (74) into Eq. (50) leads to
where the matrix
and the matrices
Let
Then for each expansion term k, n Eq. (77) can be rewritten as
in which
with the Kronecker \(\delta _{l_2 k} \) and \(\delta _{m_2 n} \).
Let the integer \(l_2 \) vary from 0 to N (if \(\mathop {\sum }\nolimits _{l_2 =0}^N {\mathop {\sum }\nolimits _{m_2 =-l_2 }^{l_2 } } \) is close enough to \(\mathop {\sum }\nolimits _{l_2 =0}^\infty {\mathop {\sum }\nolimits _{m_2 =-l_2 }^{l_2 } } \) depending on the accuracy), the number of unknown coefficients to be determined is \(4\left( {N+1} \right) ^{2}\). Thus, the system of equations for all unknown coefficients are obtained from Eq. (81) as
where
in which
From Eq. (82), it can be seen that all the coefficients \(A_{L_2 }^{\mathrm{S}1} \), \(C_{L_2 }^{\mathrm{S}1} \), \(A_{L_1 }^{\mathrm{S2}} \), \(C_{L_1 }^{\mathrm{S2}} \), \(A_{L_1 }^{\mathrm{S3}} \), \(C_{L_1 }^{\mathrm{S3}} \), \(D_{L_1 }^\mathrm{F} \) and \(F_{L_1 }^\mathrm{F} \) are determined for the given expansion term number N.
Similarly, from the boundary conditions (49) and (51), the coefficients \(B_{L_2 }^{\mathrm{S}1} \), \(B_{L_1 }^{\mathrm{S2}} \), \(B_{L_1 }^{\mathrm{S3}} \) and \(E_{L_2 }^{\mathrm{S}1}\) could be solved by the following process. The total equations are formed that
Also, it can be seen that Eq. (85) are tenable for any incident frequency and N, and this indicates that all the constants \(B_{{L}'}^{22} \), \(\tilde{B}_L^{11} \), and \(E_{{L}'}^{22} \) are equal to zero.
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Qiao, S., Shang, X. General three-dimensional scattering and dynamic stress concentration of Lamb-like waves in a spherical shell with a spherical inclusion. Arch Appl Mech 87, 1165–1198 (2017). https://doi.org/10.1007/s00419-017-1240-2
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DOI: https://doi.org/10.1007/s00419-017-1240-2