Large acoustoelastic effect

Large acoustoelastic effect

Zaki Abiza, Michel Destrade, Ray W. Ogden
Ecole Nationale Supérieure d’Electronique, Informatique,
Télécommunications, Mathématiques et Mécanique de Bordeaux,
1 avenue du Docteur Albert Schweitzer
B.P. 99, 33402 Talence Cedex, France
School of Mathematics, Statistics and Applied Mathematics,
National University of Ireland Galway,
University Road, Galway, Ireland
School of Mechanical and Materials Engineering,
University College Dublin, Belfield, Dublin 4, Ireland
School of Engineering,
University of Aberdeen,
King’s College, Aberdeen AB24 3UE, United Kingdom
Abstract

Classical acoustoelasticity couples small-amplitude elastic wave propagation to an infinitesimal pre-deformation, in order to reveal and evaluate non-destructively third-order elasticity constants. Here, we see that acoustoelasticity can be also be used to determine fourth-order constants, simply by coupling a small-amplitude wave with a small-but-finite pre-deformation. We present results for compressible weakly nonlinear elasticity, we make a link with the historical results of Bridgman on the physics of high pressures, and we show how to determine “”, the so-called fourth-order elasticity constant of soft (incompressible, isotropic) solids by using infinitesimal waves.

Keywords: acousto-elasticity, high pressures, large pre-tension, elastic constants

1 Introduction

Acoustoelasticity is now a well established experimental technique used for the non-destructive measurement of third-order elasticity (TOE) constants of solids, and its principles can be found in standard handbooks of physical acoustics, such as Pao et al. (1984); Kim and Sachse (2001). The underlying theory, however, is quite intricate, and over the years several authors have produced different and irreconcilable expressions for the shift experienced by the wave speed when elastic wave propagation is coupled to a pre-strain. A common mistake found in the literature consists of the implicit assumption that since a small pre-strain and a small-amplitude wave are described by linearized equations, they can be superposed linearly. With that point of view, the coupling between the two phenomena is of higher order and can be neglected in the first approximation. The flaw in that reasoning is simply that these phenomena are successive, not linearly superposed. Experiencing an infinitesimal pre-strain from a stress-free configuration is a linear process; propagating an infinitesimal wave in a stress-free configuration is another linear process. But in acoustoelasticity, the wave travels in a pre-stressed, not a stress-free solid, and the laws of linear elastodynamics must be adapted to reflect this fact. The final outcome of this analysis is that not only second-order, but also TOE constants appear in the expression for the speed of an acoustoelastic wave.

For example, a longitudinal wave travelling in a solid subject to a hydrostatic stress will propagate with the speed given by

(1.1)

where is the mass density in the unstressed configuration, and are the (second-order) Lamé coefficients, and , , are the (third-order) Landau coefficients (Landau and Lifshitz, 1986). This equation was correctly established as early as 1925 by Brillouin and confirmed in 1953 by Hughes and Kelly, although several erroneous expressions have appeared in between and since (see, e.g., Birch (1938); Tang (1967)).

From our contemporary perspective, the easiest way to re-establish and further this expression is to rely on the modern theory of incremental (also known as small-on-large) elasticity, which presents compact expressions for the tensor of instantaneous elastic moduli, , given by its components

(1.2)

in the coordinate system aligned with the principal axes of pre-strain, which, since the material is isotropic, coincide with the principal axes of pre-stress. Here, is the strain-energy density per unit volume, which is a symmetric function of the principal stretches of the deformation, , and ; see, for example, Ogden (1997, 2007) for details. The corresponding principal Cauchy stresses are given by .

It is worth noting here for later reference that it follows from (1.2) that

(1.3)

A small-amplitude body wave may travel at speed in the direction of the unit vector with polarization in the direction of a unit vector provided the eigenvalue problem

(1.4)

is solved with , where is the acoustic tensor, which has components

(1.5)

Note that sometimes the acoustic tensor is defined by (1.5) without the factor , in which case the in (1.4) would be replaced by the density in the deformed configuration, i.e. .

Notice that in this theory the amplitude of the acoustic wave is infinitesimal, but that there is no restriction on the choice of or on the magnitude of the underlying pre-strain because we are in the context of finite nonlinear elasticity. It follows that the expressions can be specialized in various ways, in particular to weakly nonlinear elasticity (where is expanded in terms of some measure of strain) and to special pre-strains.

Hence, to access the TOE constants, we take as

(1.6)

where , are invariants of the Green–Lagrange strain tensor . The components (1.2) can then be expanded to the first order in terms of, for example, the volume change in the case of a hydrostatic pressure, or of the elongation in the case of uniaxial tension.

To access fourth-order elasticity (FOE) constants, we take as

(1.7)

where , , , are the FOE constants and we push the expansions of the wave speed up to the next order in the strain. This is what we refer to as the large acoustoelastic effect. In fact, the main purpose of this investigation is to provide a theoretical backdrop to the current drive to determine experimentally the FOE constants of soft solids such as isotropic tissues and gels in order to improve acoustic imaging resolution (see, e.g., Hamilton et al. (2004); Zabolotskaya et al. (2004, 2007); Gennisson et al. (2007); Rénier et al. (2007); Jacob et al. (2007); Rénier et al. (2008b, a); Mironov et al. (2009)).

Because soft solids are often treated as incompressible, so that the constraint must be satisfied, we shall also consider the expressions for the TOE and FOE strain-energy densities in their incompressible specializations, specifically

(1.8)

for TOE incompressibility and

(1.9)

for FOE incompressibility. Hence, in the transition from compressible to incompressible elasticity, the number of second-order constants goes from two to one, of third-order constants from three to one, and of fourth-order constants from four to one. This was established by Hamilton et al. in 2004, although it can be traced back to Ogden in 1974 and even earlier, to Bland in 1969. Specifically, in that transition we note that the elasticity constants behave as (Destrade and Ogden, 2010)

(1.10)

for the second-order constants, where is the (finite) Young’s modulus,

(1.11)

for the third-order constants,

(1.12)

for the fourth-order constants, and for a combination of second- and third-order constants. Some constants have the explicit limiting behaviour

(1.13)

where remains a finite quantity, of the same order of magnitude as ; see Destrade and Ogden (2010) for analysis of the behaviour of , , …, in the incompressible limit and the connection with . Note that the limiting behaviour for in terms of the initial Poisson’s ratio and Young’s modulus is thus . This was shown in Destrade and Ogden (2010), but mistyped in equations (49) and (89) therein as .

In this paper, we treat in turn the case of hydrostatic pre-stress (Section 2) and of uniaxial pre-stress (Section 3), and we provide expansions of the body wave speeds up to the second order in the pre-strain, and also in the pre-stress, for compressible solids and in the relevant incompressible limits.

2 Hydrostatic pressure

Consider first a cuboidal sample of a compressible solid with sides of lengths in its (unstressed) reference configuration. We define the reference geometry in terms of Cartesian coordinates by . The material is then subject to a pure homogeneous strain and deformed into the cuboid , where are the Cartesian coordinates in the deformed configuration, and the constants are the principal stretches of the deformation. We now specialize the deformation to a pure dilatation so that . Since the material is isotropic the Cauchy stress is spherical, say, with corresponding to hydrostatic tension (pressure).

The pre-stress is computed as or, more conveniently, as , where . Up to the second order in the volume change , we find

(2.1)

where is the infinitesimal bulk modulus, and

(2.2)

(It is a simple matter to check that the expansion (2.1) is equivalent to one first established by Murnaghan (1951).) Conversely, the volume change is expressed in terms of the hydrostatic stress as

(2.3)

Here the pre-stress does not generate preferred directions and the solid remains isotropic. It follows that two waves may propagate in any direction, one longitudinal, with speed , and one transverse, with speed , given by

(2.4)

where these quantities are computed from the formulas (1.2). Expanding in terms of the volume change, we obtain

(2.5)

where

(2.6)

are the coefficients for the classical (linear) acoustoelastic effect, and

(2.7)

are the coefficients of the large (quadratic) acoustoelastic effect.

Alternatively, we may use (2.3) to express the wave speeds in terms of the pre-stress rather than the pre-strain, as

(2.8)

thus recovering the classical formulas

(2.9)

for the (linear) acoustoelastic effect (Hughes and Kelly, 1953), and establishing the formulas

(2.10)

for the large (quadratic) acoustoelastic effect, where is given in (2.2).

For an application of these results, we turn to the classical data of Hughes and Kelly (1953). They performed acoustoelastic experiments and plotted the stress-dependent shear and bulk moduli, defined as

(2.11)

against the hydrostatic pressure for polysterene and for pyrex. For the former, the variations are clearly linear, and nothing would be gained by including FOE effects. For the latter, there is a marked departure from the linear acoustoelastic effect at high pressures, and we thus use (2.8) to obtain a better fit to the data. By digitizing the data and performing a standard least square optimization, we found that for pyrex,

(2.12)

where and are expressed in units of bars and in bars. The fit to the data is shown in Fig. 1.

Figure 1: Fit of the data measured by Hughes and Kelly (1953) for pyrex subjected to hydrostatic pressure (in bars) based on the equations (2.8) and (2.11) with describing the large acoustoelastic effect: and are expressed in units of bars.

According to (2.8), the quantities (2.11) give access to and , to two linear combinations of the third-order constants, and to two linear combinations of the fourth-order constants. Specifically, we may solve (2.11) to find the Lamé constants as

(2.13)

Similarly, we find two linearly independent combinations of the three third-order constants:

(2.14)

Finally, we also find two combinations of the fourth-order constants:

(2.15)

Hence, for the pyrex data:

(2.16)

Clearly, the data of Hughes and Kelly (1953) are not sufficient to determine all the third- and fourth-order constants. An additional relation is needed to determine experimentally all the third-order constants, and a further two relations to determine the fourth-order constants. These may be provided from, for example, wave speed measurements in uniaxially deformed samples, as we show in the following section.

We conclude this section by evoking the work of P.W. Bridgman on “The Physics of High Pressures” (Bridgman, 1945), which won him the 1946 Nobel Prize. He carried out countless high pressure measurements on solids, and fitted his data with a quadratic equation for the volume change, in the form . Direct comparison of this experimental law with (2.3) reveals the identifications and . Further, acoustoelastic measurements give direct access to these constants, because and . In Bridgman’s experiments, very high pressures are required to obtain second-order deformations; however, his coefficients and can also be determined by pressurizing the sample only linearly, and then measuring the speeds of transverse and longitudinal waves. In fact, had Bridgman been able to propagate such waves in his finitely deformed samples he would have had access to the third term in the expansion, say, because the continuation of (2.3) is

(2.17)

where is found to be expressible as

(2.18)

in which each term can be determined experimentally using the equations of large acoustoelasticity above.

3 Uniaxial tension

We again consider the cuboidal sample as in Section 2, but now the cuboid is subject to a uniaxial tension in the direction so that it deforms homogeneously with elongation in the -direction. By symmetry it contracts laterally and equibiaxially with elongation . The nominal stress (axial force per unit reference area) is .

The condition that the lateral faces are free of traction is

(3.1)

which determines the extent of the lateral contraction (assuming that ) and can be written in terms of , up to second order, as

(3.2)

where

(3.3)

and again is the infinitesimal bulk modulus. Note that (3.2) collapses to in the incompressible limits (1.10) and (1.12), as expected from the expansion to second order of the connection between the stretch ratios of an incompressible solid in uniaxial tension.

Substituting (3.2) with (3.3) into the expression for the uniaxial stress, we obtain the relation between the pre-stress and the pre-strain, up to the second order, as

(3.4)

where

(3.5)

(Note that although , the infinitesimal Young’s modulus, we shall not use hereon.) Conversely,

(3.6)

In the incompressible limits (1.10) and (1.12), the stress–strain and strain–stress relations reduce to

(3.7)

Now we examine the possibility of a small-amplitude body wave travelling in the direction of the unit vector with polarization in the direction of a unit vector . For a general direction of propagation, the speeds of the different waves are found as the eigenvalues of the acoustical tensor in (1.5), i.e. as the roots of a cubic. In this paper, however, we focus on the wave speeds that are relatively simple to determine experimentally. The speeds of non-principal body waves are not easily accessible because they would require transducers to be placed at an angle to the faces of the cuboid, and not in full flat contact, which would lead to additional transmission problems. This leaves the principal body waves, as explained by Hughes and Kelly (1953): first, waves in the direction of the tension, and, second, principal waves in the and directions, which are equivalent by symmetry.

In the direction of tension there exists a longitudinal wave with speed , say, and two transverse waves, propagating with the same speed , say (in fact, these latter two waves may be combined to form a transverse circularly-polarized wave). Hence, for the longitudinal wave, and , for the transverse wave, where and are unit basis vectors corresponding to the coordinates and , respectively. Using (1.4) and (1.5) we then have

(3.8)

Expanding the elastic moduli in terms of the elongation , we obtain

(3.9)

where

(3.10)

for the classical acoustoelastic effect, and

(3.11)
(3.12)

for the large acoustoelastic effect.

For propagation perpendicular to the direction of tension, we take . Then there exists a longitudinal wave, with and speed , a transverse wave polarized in the direction of tension with speed , and a transverse wave polarized perpendicular to the direction of tension, with and speed . These speeds are given by

(3.13)

Expanding the elastic moduli in terms of the elongation , we obtain

(3.14)

where

(3.15)
(3.16)
(3.17)

are the classical acoustoelastic coefficients, and

(3.18)

are the ‘large acoustoelasticity’ coefficients.

We may also find expressions for the acoustoelastic effect in terms of the pre-stress as

(3.19)

where (no sum on repeated ), and (). Using (3.6), we find that

(3.20)

where . In particular, we recover

(3.21)

for the classical acoustoelastic effect (Hughes and Kelly, 1953). Note that and that , and hence in the incompressible limit . Using these relations, we establish that

(3.22)

Recall now that is the mass density in the reference configuration. When expressed in terms of the deformed density equation (3.22) becomes

(3.23)

This relation is in fact exact in accordance with (1.3) and the expressions , specialized accordingly with .

Finally, we take the incompressible limits of the elastic constants using the limiting values listed in Section 1. There, we have and , unsurprisingly, because longitudinal homogeneous plane waves may not propagate in incompressible solids. For the transverse principal waves travelling in the direction of tension,

(3.24)

in terms of the elongation (Destrade et al., 2010a), and

(3.25)

in terms of the pre-stress. For the transverse principal waves travelling perpendicular to the direction of tension,

(3.26)

in terms of the elongation, see (Destrade et al., 2010a), and, using (3.7),

(3.27)

in terms of the pre-stress.

For an application, we use data for a sample of silicone rubber that has been subjected to a standard tensile test. Figure 2 displays the variation of the tensile Cauchy stress component with the elongation up to a maximum stretch of about 250%, at which stage one end of the sample snapped out of its grip. Over that range, the TOE strain energy density (1.8) is not able to capture the behaviour of the sample adequately, as shown in Fig. 2, and is thus discarded. On the other hand, the FOE strain energy (1.9) gives an excellent least-squares fit, with coefficient of correlation . In fact, the fit is very good up to a much larger value of the stretch than could be expected of this fourth-order approximate theory. We determined the following values for the constants of second-, third-, and fourth-order elasticity:

(3.28)

Note that all three are of the same order of magnitude, as expected from the theory (Destrade and Ogden, 2010). We also remark that , indicating that the corresponding Mooney–Rivlin solid is materially stable (Destrade and Ogden, 2010; Destrade et al., 2010b).

Using these values, the theoretical variations of the squared wave speeds , , are plotted versus the elongation in Fig. 3. These curves suggest that it is sufficient to elongate the sample by about 20% to reveal quadratic acoustoelastic effects, and thus to determine experimentally.

Figure 2: Fitting tensile data (thick curve) of the Cauchy stress (in Pa) versus the elongation for a sample of incompressible silicone rubber; the TOE strain-energy density cannot capture the variations adequately; the FOE model gives an excellent fit with only 3 material parameters, with values kPa, kPa, kPa.
Figure 3: Plots of (in MPa) versus elongation for a deformed incompressible block of silicone rubber subject to simple tension; theoretical curves for waves travelling (a) in the direction of tension (), (b) in any direction in the plane normal to the direction of uniaxial stress, with transverse polarization in that plane (), (c) in any direction in the plane normal to the direction of uniaxial stress, with polarization normal to that plane (); the dotted lines correspond to the linear part of the versus curves (the classical acoustoelastic effect).

4 Discussion

This study was set within the framework of the theory of small-amplitude waves propagating in a deformed elastic solid. Existing general expressions for the speeds of body waves in a finitely deformed isotropic elastic solid were recalled and then specialized to fourth-order elasticity. Specifically, the squared wave speeds were expanded in terms of the pre-deformation (and, equivalently, in terms of the pre-stress) in order to reveal the so-called acoustoelastic effect at the considered order. While the classical acoustoelastic effect is concerned with the linear variation of the squared wave speed with the pre-stress, the expansion was extended to the quadratic regime (large acoustoelastic effect). Explicit expressions for the quadratic coefficients for compressible and incompressible materials were determined for the cases of hydrostatic and uniaxial pre-stress. These coefficients give access to the fourth-order elastic constants.

In the case of an incompressible sample under uniaxial tension, for example, measurement of the variations of the speed of a single transverse wave with respect to the pre-stress (or pre-strain) is enough to determine the elastic constants. The wave speed in the unstressed configuration gives the initial shear modulus of second-order elasticity, the linear variation of the squared wave speed with the pre-stress or pre-strain gives the third-order Landau-coefficient , and the quadratic variation gives the fourth-order constant .

For compressible materials, Hughes and Kelly (1953) showed that any three of the seven equations (2.5), (3.9), (3.14), with just the linear terms retained, or equivalently (2.8), (3.19), excluding either the expression for or for , suffice to determine the two Lamé coefficients and of second-order elasticity and the three Landau coefficients of third-order elasticity , , . Here we have shown that any four of these seven equations, with the quadratic terms now included, give access also to the fourth-order constants , , , (again, excluding either the expression for or for ).

Although we have restricted attention largely to third- and fourth-order elasticity the expressions for the components of the tensor of instantaneous elastic moduli given in (1.2) apply for an arbitrary finite deformation relative to an unstressed configuration of an isotropic elastic material, and the subsequent incremental response depends on the finite deformation and its accompanying pre-stress. If instead there is an initial stress in the reference configuration then the components of are considerably more complicated, as detailed in Shams et al. (2011), but they do clarify how the elastic moduli depend in general on the initial stress. In particular, the dependence of on an initial hydrostatic stress can be put in the simple form

(4.1)

where and are now stress-dependent Lamé moduli, with corresponding to tension (pressure), their precise functional dependence determined by the choice of strain-energy function. We refer to a recent paper by Rajagopal and Saccomandi (2009) and references therein for a discussion of the stress dependence of moduli within the context of an implicit theory of elasticity.

Acknowledgements

This work was supported by Erasmus funding from the European Commission and travel funding from the University of Salento and from the National University of Ireland Galway. It was also supported by an International Joint Project grant from the Royal Society of London. We thank Stephen Kiernan and Michael Gilchrist at University College Dublin for assistance with the tensile test of a silicone sample.

References

  • Birch (1938) F. Birch: The effect of pressure upon the elastic parameters of isotropic solids, according to Murnaghan’s theory of finite strain, J. Appl. Phys. 9, 279–288 (1938).
  • Bland (1969) D.R. Bland, Nonlinear Dynamic Elasticity, Blaisdell, Waltham (1969).
  • Bridgman (1945) P.W. Bridgman, The Physics of High Pressures, Bell & Sons, London (1945).
  • Brillouin (1925) L. Brillouin Sur les tensions de radiation, Ann. Phys. ser. 10 4, 528–586 (1925).
  • Destrade et al. (2010a) M. Destrade, M.D. Gilchrist, G. Saccomandi, Third- and fourth-order constants of incompressible soft solids and the acousto-elastic effect, J. Acoust. Soc. Am. 127, 2759–2763 (2010).
  • Destrade et al. (2010b) M. Destrade, M.D. Gilchrist, and J.G. Murphy, Onset of non-linearity in the elastic bending of blocks, ASME J. Appl. Mech. 77, 061015 (2010).
  • Destrade and Ogden (2010) M. Destrade and R.W. Ogden, On the third- and fourth-order constants of incompressible isotropic elasticity, J. Acoust. Soc. Am. 128, 3334–3343 (2010).
  • Hamilton et al. (2004) M. F. Hamilton, Y.A. Ilinskii, and E.A. Zabolotskaya, Separation of compressibility and shear deformation in the elastic energy density, J. Acoust. Soc. Am. 116, 41–44 (2004).
  • Gennisson et al. (2007) J.-L. Gennisson, M. Rénier, S. Catheline, C. Barrière, J. Bercoff, M. Tanter, and M. Fink, Acoustoelasticity in soft solids: Assessment of the nonlinear shear modulus with the acoustic radiation force, J. Acoust. Soc. Am. 122, 3211–3219 (2007).
  • Hughes and Kelly (1953) D.S. Hughes and J.L. Kelly Second-order elastic deformation of solids, Phys. Rev. 92, 1145–1149 (1953).
  • Jacob et al. (2007) X. Jacob, S. Catheline, J.-L. Gennisson, C. Barrière, D. Royer, and M. Fink, Nonlinear shear wave interaction in soft solids, J. Acoust. Soc. Am. 122, 1917–1926 (2007).
  • Kim and Sachse (2001) K.Y. Kim and W. Sachse Acoustoelasticity of elastic solids, in Handbook of Elastic Properties of Solids, Liquids, and Gases, Levy, Bass, Stern (Editors), 1, 441–468, Academic Press, New York, (2001).
  • Landau and Lifshitz (1986) L.D. Landau and E.M. Lifshitz Theory of Elasticity, 3rd ed. Pergamon, New York (1986).
  • Mironov et al. (2009) M.A. Mironov, P.A. Pyatakov, I.I. Konopatskaya, G.T. Clement, and N.I. Vykhodtseva, Parametric excitation of shear waves in soft solids, Acoust. Phys. 55, 567–574 (2009).
  • Murnaghan (1951) F.D. Murnaghan, Finite Deformation of an Elastic Solid, Wiley, New York (1951).
  • Ogden (1974) R.W. Ogden, On isotropic tensors and elastic moduli, Proc. Cambr. Phil. Soc. 75, 427–436 (1974).
  • Ogden (1997) R.W. Ogden, Non-linear Elastic Deformations. Dover, New York (1997).
  • Ogden (2007) R.W. Ogden, Incremental statics and dynamics of pre-stressed elastic materials, in Waves in Nonlinear Pre-Stressed Materials, M. Destrade, G. Saccomandi (Editors), CISM Lecture Notes, 495, 1–26. Springer, New York (2007).
  • Pao et al. (1984) Y.-H. Pao, W. Sachse, H. Fukuoka, Acoustoelasticity and ultrasonic measurements of residual stresses. In W.P. Mason and R.N. Thurston, editors, Physical Acoustics, 17, 61–143. Academic Press, New York (1984).
  • Rénier et al. (2007) M. Rénier, J.-L. Gennisson, M. Tanter, S. Catheline, C. Barrière, D. Royer, and M. Fink, Nonlinear shear elastic moduli in quasi-incompressible soft solids, IEEE Ultras. Symp. Proc, 554–557 (2007).
  • Rénier et al. (2008a) M. Renier, J.-L. Gennisson, C. Barriere, S. Catheline, M. Tanter, D. Royer, and M. Fink, Measurement of shear elastic moduli in quasi-incompressible soft solids, 18th International Symposium on Nonlinear Acoustics, July 07-10, 2008 Stockholm, Sweden, Nonlinear Acoustics Fundamentals and Applications, Book Series: AIP Conference Proceedings, 1022, 303–306 (2008).
  • Rénier et al. (2008b) M. Rénier, J.-L. Gennisson, C. Barrière, D. Royer, and M. Fink, Fourth-order shear elastic constant assessment in quasi-incompressible soft solids, Appl. Phys. Lett. 93, 101912 (2008).
  • Tang (1967) S. Tang, Wave propagation in initially-stressed elastic solids, Acta Mech. 4, 92–106 (1967).
  • Rajagopal and Saccomandi (2009) K.R. Rajagopal and G. Saccomandi, The mechanics and mathematics of the effect of pressure on the shear modulus of elastomers, Proc. R. Soc. Lond. A 465, 3859–3874 (2009).
  • Shams et al. (2011) M. Shams, M. Destrade, and R.W. Ogden, Initial stresses in elastic solids: Constitutive laws and acoustoelasticity, Wave Motion 48, in press. DOI:10.1016/j.wavemoti.2011.04.004
  • Zabolotskaya et al. (2004) E.A. Zabolotskaya, Y.A. Ilinskii, M. F. Hamilton, and G. D. Meegan, Modeling of nonlinear shear waves in soft solids, J. Acoust. Soc. Am. 116, 2807–2813 (2004).
  • Zabolotskaya et al. (2007) E.A. Zabolotskaya, Y.A. Ilinskii, and M. F. Hamilton, Nonlinear surface waves in soft, weakly compressible elastic media, J. Acoust. Soc. Am. 121, 1873–1878 (2007).
Comments 0
Request Comment
You are adding the first comment!
How to quickly get a good reply:
  • Give credit where it’s due by listing out the positive aspects of a paper before getting into which changes should be made.
  • Be specific in your critique, and provide supporting evidence with appropriate references to substantiate general statements.
  • Your comment should inspire ideas to flow and help the author improves the paper.

The better we are at sharing our knowledge with each other, the faster we move forward.
""
The feedback must be of minimum 40 characters and the title a minimum of 5 characters
   
Add comment
Cancel
Loading ...
361136
This is a comment super asjknd jkasnjk adsnkj
Upvote
Downvote
""
The feedback must be of minumum 40 characters
The feedback must be of minumum 40 characters
Submit
Cancel

You are asking your first question!
How to quickly get a good answer:
  • Keep your question short and to the point
  • Check for grammar or spelling errors.
  • Phrase it like a question
Test
Test description