Skip to main content
Log in

Large-Amplitude Elastic Free-Surface Waves: Geometric Nonlinearity and Peakons

  • Published:
Journal of Elasticity Aims and scope Submit manuscript

Abstract

An instantaneous sub-surface disturbance in a two-dimensional elastic half-space is considered. The disturbance propagates through the elastic material until it reaches the free surface, after which it propagates out along the surface. In conventional theory, the free-surface conditions on the unknown surface are projected onto the flat plane \(y = 0\), so that a linear model may be used. Here, however, we present a formulation that takes explicit account of the fact that the location of the free surface is unknown a priori, and we show how to solve this more difficult problem numerically. This reveals that, while conventional linearized theory gives an accurate account of the decaying waves that travel outwards along the surface, it can under-estimate the strength of the elastic rebound above the location of the disturbance. In some circumstances, the non-linear solution fails in finite time, due to the formation of a “peakon” at the free surface. We suggest that brittle failure of the elastic material might in practice be initiated at those times and locations.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

Notes

  1. We used the symbolic manipulation language mathematica to find the roots, and they were then verified by hand

References

  1. Aki, K., Richards, P.G.: Quantitative Seismology, 2nd edn. University Science Books, Mill Valley (2009)

    Google Scholar 

  2. Worden, K.: Rayleigh and Lamb waves – basic principles. Strain 37, 167–172 (2001). https://doi.org/10.1111/j.1475-1305.2001.tb01254.x, published online

    Article  Google Scholar 

  3. Kausel, E.: Lamb’s problem at its simplest. Proc. R. Soc. A. 469, 20120462 (2012)

    Article  ADS  MathSciNet  Google Scholar 

  4. Lan, H., Zhang, Z.: Comparative study of the free-surface boundary condition in two-dimensional finite-difference elastic wave field simulation. J. Geophys. Eng. 8, 275–286 (2011)

    Article  Google Scholar 

  5. Lenells, J.: Traveling waves in compressible elastic rods. Discrete Contin. Dyn. Syst., Ser. B 6, 151–167 (2006)

    MathSciNet  MATH  Google Scholar 

  6. Xie, S., Wang, L., Rui, W.: Peakons in a generalized compressible elastic rod wave equation. Int. J. Math. Sci. 6, 253–261 (2007)

    MathSciNet  MATH  Google Scholar 

  7. Lardner, R.W.: Waveform distortion and shock development in nonlinear Rayleigh waves. Int. J. Eng. Sci. 23, 113–118 (1985)

    Article  Google Scholar 

  8. Pal, R.K., Ruzzene, M., Rimoli, J.J.: A continuum model for nonlinear lattices under large deformations. Int. J. Solids Struct. 96, 300–319 (2016)

    Article  Google Scholar 

  9. Forbes, L.K.: Forced transverse oscillations in a simple spring–mass system. SIAM J. Appl. Math. 51, 1380–1396 (1991)

    Article  MathSciNet  Google Scholar 

  10. Amabili, M.: Nonlinear damping in large-amplitude vibrations: modelling and experiments. Nonlinear Dyn. 93, 5–18 (2018)

    Article  Google Scholar 

  11. Maugin, G.A.: Nonlinear surface waves and solitons. Eur. Phys. J. Spec. Top. 147, 209–230 (2007)

    Article  Google Scholar 

  12. Wang, X., Fu, Y.: Wrinkling of a compressed hyperelastic half space with localized surface imperfections. Int. J. Non-Linear Mech. 126, 103576 (2020)

    Article  ADS  Google Scholar 

  13. Clayton, J.D., Knap, J.: A geometrically nonlinear phase field theory of brittle fracture. Int. J. Fract. 189, 139–148 (2014)

    Article  Google Scholar 

  14. Pouget, J., Maugin, G.A.: Nonlinear dynamics of oriented elastic solids. I. Basic equations. J. Elast. 22, 135–155 (1989)

    Article  MathSciNet  Google Scholar 

  15. Pouget, J., Maugin, G.A.: Nonlinear dynamics of oriented elastic solids. II. Propagation of solitons. J. Elast. 22, 157–183 (1989)

    Article  MathSciNet  Google Scholar 

  16. Ockendon, H., Ockendon, J.R.: Waves and Compressible Flow, 2nd edn. Springer, New York (2015)

    MATH  Google Scholar 

  17. Walters, S.J., Forbes, L.K., Reading, A.M.: Analytic and numerical solutions to the seismic wave equation in continuous media. Proc. R. Soc. A 476, 0200636 (2020)

    Article  MathSciNet  Google Scholar 

  18. Diaz, J., Ezziani, A.: Analytical solution for waves propagation in heterogeneous acoustic/porous media. Part I: the 2D case. Commun. Comput. Phys. 7, 171–194 (2010)

    Article  MathSciNet  Google Scholar 

  19. Diaz, J., Ezziani, A.: Analytical solution for waves propagation in heterogeneous acoustic/porous media. Part II: the 3D case. Commun. Comput. Phys. 7, 445–472 (2010)

    Article  MathSciNet  Google Scholar 

  20. Min, D.-J., Shin, C., Yoo, H.S., Hong, J.K., Park, M.-K.: Free-surface boundary condition in finite-difference elastic wave modeling. In: Conference Paper: 64th EAGE Conference & Exhibition Florence, Italy, pp. 27–30 (2002)

    Google Scholar 

  21. Salupere, A., Tamm, K.: On the influence of material properties on the wave propagation in Mindlin-type microstructured solids. Wave Motion 50, 1127–1139 (2013)

    Article  MathSciNet  Google Scholar 

  22. Jinggang, Q.: The new alternating direction implicit difference methods for the wave equations. J. Comput. Appl. Math. 230, 213–223 (2009)

    Article  MathSciNet  Google Scholar 

  23. Williams, M.L.: Stress singularities resulting from various boundary conditions in angular corners of plates in extension. J. Appl. Mech. 19, 526–528 (1952). https://authors.library.caltech.edu/47672/

    Article  ADS  Google Scholar 

  24. Moore, D.W.: The spontaneous appearance of a singularity in the shape of an evolving vortex sheet. Proc. R. Soc. A. 365, 105–119 (1979)

    ADS  MathSciNet  MATH  Google Scholar 

  25. Krasny, R.: Desingularization of periodic vortex sheet roll-up. J. Comput. Phys. 65, 292–313 (1986)

    Article  ADS  Google Scholar 

  26. Forbes, L.K.: The Rayleigh-Taylor instability for inviscid and viscous fluids. J. Eng. Math. 65, 273–290 (2009)

    Article  MathSciNet  Google Scholar 

  27. Yuan, Z., Kardomateas, G.A., Frostig, Y.: Geometric nonlinearity effects in the response of sandwich wide panels. J. Appl. Mech. 83, 091008 (2016)

    Article  ADS  Google Scholar 

  28. Changchuan, X., Chao, A., Yi, L., Chao, Y.: Static aeroelastic analysis including geometric nonlinearities based on reduced order model. Chin. J. Aeronaut. 30, 638–650 (2017)

    Article  Google Scholar 

  29. Stölken, J.S., Kinney, J.H.: On the importance of geometric nonlinearity in finite-element simulations of trabecular bone failure. Bone 33, 494–504 (2003)

    Article  Google Scholar 

  30. Mihai, L.A., Goriely, A.: How to characterize a nonlinear elastic material? A review on nonlinear constitutive parameters in isotropic finite elasticity. Proc. R. Soc. A 473, 20170607 (2017)

    Article  ADS  MathSciNet  Google Scholar 

  31. Ames, W.F.: Numerical Methods for Partial Differential Equations, 2nd edn. Academic Press, New York (1977)

    MATH  Google Scholar 

Download references

Acknowledgements

This research was supported in part by Australian Research Council grant DP190100418. The authors are grateful to the two anonymous Referees, whose comments have led to significant improvements in this manuscript.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Lawrence K. Forbes.

Ethics declarations

Conflict of Interest

The authors declare that they have no conflict of interest.

Additional information

Publisher’s Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Appendix

Appendix

In this Appendix, we derive the stability condition for the explicit finite-difference scheme (17) presented in Sect. 3.1. To do this, we employ von Neumann’s Fourier stability method [31, Sect. 2-2].

Since the difference scheme (17) is linear, any error introduced into the scheme satisfies the same equations, and the purpose of a stability analysis is to determine whether that error grows or decays as the index \(k\) (corresponding to time) increases. We suppose that the errors have a Fourier form

$$\begin{aligned} \textrm{Error in } X_{i,j}^{k} = & A_{k} \exp \left ( \sqrt{-1} \left [ i p \Delta x + j q \Delta y \right ] \right ) \\ \textrm{Error in } Y_{i,j}^{k} = & B_{k} \exp \left ( \sqrt{-1} \left [ i p \Delta x + j q \Delta y \right ] \right ) , \end{aligned}$$
(58)

in which the two constants \(p\) and \(q\) depend on the details of the numerical grids in the variables \(x\) and \(y\). These forms (58) are substituted into the numerical scheme, and after some analysis it is found that the two growth factors \(A_{k}\) and \(B_{k}\) satisfy the coupled linear difference scheme

$$\begin{aligned} A_{k+1} = & 2 \lambda _{A} A_{k} - \gamma _{AB} B_{k} - A_{k-1} , \\ B_{k+1} = & 2 \lambda _{B} B_{k} - \gamma _{AB} A_{k} - B_{k-1} . \end{aligned}$$
(59)

In this scheme, we have defined three additional constants for convenience. They are

$$\begin{aligned} \lambda _{A} = & 1 - 2 \alpha ^{2} r^{2} P^{2} - 2 s^{2} Q^{2} , \\ \lambda _{B} = & 1 - 2 \alpha ^{2} s^{2} Q^{2} - 2 r^{2} P^{2} , \\ \gamma _{AB} = & 4 \left ( \alpha ^{2} - 1 \right ) r s P Q \sqrt{1 - P^{2}} \sqrt{1 - Q^{2}} . \end{aligned}$$
(60)

Here, the two grid-based constants \(r\) and \(s\) are

$$ r = \frac{\Delta t}{\Delta x} \quad \textrm{;} \quad s = \frac{\Delta t}{\Delta y} $$
(61)

and the two remaining constants \(P\) and \(Q\) involve the Fourier modes \(p\) and \(q\) in the assumed form (58) for the errors in the scheme; they are

$$ P = \sin \left ( \frac{1}{2} p \Delta x \right ) \quad \textrm{;} \quad Q = \sin \left ( \frac{1}{2} q \Delta y \right ) . $$
(62)

The coupled difference scheme (59) can be written as the single fourth-order linear difference equation

$$\begin{aligned} & A_{k+2} - 2 \left ( \lambda _{A} + \lambda _{B} \right ) A_{k+1} + \left ( 2 + 4 \lambda _{A} \lambda _{B} -\gamma _{AB}^{2} \right ) A_{k} \\ & \quad - 2 \left ( \lambda _{A} + \lambda _{B} \right ) A_{k-1} + A_{k-2} = 0 , \end{aligned}$$

and since this has constant coefficients, its solution may be sought by assuming \(A_{k} \sim \xi ^{k}\). It follows at once that \(\xi \) must solve the quartic polynomial equation

$$\begin{aligned} & \xi ^{4} - 2 \left ( \lambda _{A} + \lambda _{B} \right ) \xi ^{3} + \left ( 2 + 4 \lambda _{A} \lambda _{B} -\gamma _{AB}^{2} \right ) \xi ^{2} \\ & \quad - 2 \left ( \lambda _{A} + \lambda _{B} \right ) \xi + 1 = 0 . \end{aligned}$$
(63)

Stability of the original system (17) is now determined by the four roots \(\xi \) of this equation, since if \(| \xi | < 1\) then \(A_{k}\) and \(B_{k}\) will remain bounded as \(k \rightarrow \infty \) and in this case, errors will not grow and the system will therefore be stable.

Remarkably, the four roots \(\xi \) of (63) can be written in fairly simple closed form.Footnote 1 They are

$$ \xi = \rho \pm \sqrt{ \rho ^{2} - 1} $$
(64)

in which

$$ \rho = \frac{1}{2} \left [ \lambda _{A} + \lambda _{B} \pm \sqrt{ \gamma _{AB}^{2} + \left ( \lambda _{A} - \lambda _{B} \right )^{2} } \right ] . $$
(65)

This leads at once to the following result:

Lemma 1

The system is stable if \(| \rho | < 1\) and it is unstable if \(| \rho | > 1\).

Proof

If \(| \rho | < 1\), then from (64) all roots are complex and

$$ \xi = \rho \pm \sqrt{-1} \sqrt{ 1 -\rho ^{2} } . $$
(66)

In this case, the absolute value is \(| \xi | = 1\). Consequently the error neither grows nor decays, so that the system is non-dissipative and stable. Conversely, if \(| \rho | > 1\), then the two options for \(\xi \) in (64) are both real and \(| \xi | > 1\) for at least one of them. The error amplitude \(A_{k} \sim \xi ^{k}\) thus grows without bound and the system is therefore unstable. □

We now state our main result.

Theorem 1

If

$$ r^{2} + s^{2} < \frac{1}{1 + \alpha ^{2}} $$
(67)

the explicit finite-difference scheme (17) is stable.

Proof

If condition (67) holds, then after some algebra, (60) demonstrates that

$$\begin{aligned} \lambda _{A} + \lambda _{B} > & 0 , \\ \gamma _{AB}^{2} < & 4 \left [ 1 - \left ( \lambda _{A} + \lambda _{B} \right ) + \lambda _{A} \lambda _{B} \right ] \end{aligned}$$

both apply. These two inequalities then show that

$$\begin{aligned} \gamma _{AB}^{2} < & 4 \left [ 1 - \lambda _{A} - \lambda _{B} + \lambda _{A} \lambda _{B} \right ] \\ < & 4 \left [ 1 + \lambda _{A} + \lambda _{B} + \lambda _{A} \lambda _{B} \right ] . \end{aligned}$$

These can be manipulated further to give

$$\begin{aligned} - 2 - \lambda _{A} - \lambda _{B} < & \pm \sqrt{ \gamma _{AB}^{2} + \left ( \lambda _{A} - \lambda _{B} \right )^{2} } \\ < & 2 - \lambda _{A} - \lambda _{B} . \end{aligned}$$

From this result, it follows that

$$ -2 < 2\rho < 2 , $$
(68)

using the definition (65). Thus \(| \rho | < 1\) and by Lemma 1 the system is stable. □

In addition to finding the condition (67) that is necessary for stability, it is also possible to determine when the scheme is guaranteed to be unstable. This is summarized in the following result:

Theorem 2

If

$$ r^{2} + s^{2} > 1 $$
(69)

(and \(\alpha > 1\)), the explicit finite-difference scheme (17) is unstable.

Proof

In the application of the numerical scheme (17), all the Fourier modes (58) will be present, including some for which \(P = 1\) and \(Q = 1\) in (62). For those modes, (65) shows that

$$ \rho = \left \{ \textstyle\begin{array}{c} 1 - 2 \alpha ^{2} r^{2} - 2 s^{2} \\ 1 - 2 r^{2} - 2 \alpha ^{2} s^{2} \end{array}\displaystyle \right . . $$
(70)

Since \(\alpha ^{2} > 1\), it follows that, for these modes,

$$ \rho < 1 - 2 r^{2} - 2 s^{2} . $$
(71)

Now if the condition (69) holds, then these modes will have the property that \(\rho < - 1\). In that case, Lemma 1 shows that the difference scheme (17) is unstable. □

Theorems 1 and 2 can be regarded as a generalization of the Courant-Friedrichs-Lewy condition in the numerical solution of hyperbolic partial differential equations [31].

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Forbes, L.K., Walters, S.J. & Reading, A.M. Large-Amplitude Elastic Free-Surface Waves: Geometric Nonlinearity and Peakons. J Elast 146, 1–27 (2021). https://doi.org/10.1007/s10659-021-09852-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10659-021-09852-6

Keywords

Mathematics Subject Classification (2010)

Navigation