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BY-NC-ND 3.0 license Open Access Published by De Gruyter April 29, 2014

Toward fractional gradient elasticity

  • Vasily E. Tarasov EMAIL logo and Elias C. Aifantis EMAIL logo

Abstract

The use of an extension of gradient elasticity through the inclusion of spatial derivatives of fractional order to describe the power law type of non-locality is discussed. Two phenomenological possibilities are explored. The first is based on the Caputo fractional derivatives in one dimension. The second involves the Riesz fractional derivative in three dimensions. Explicit solutions of the corresponding fractional differential equations are obtained in both cases. In the first case, stress equilibrium in a Caputo elastic bar requires the existence of a nonzero internal body force to equilibrate it. In the second case, in a Riesz-type gradient elastic continuum under the action of a point load, the displacement may or may not be singular depending on the order of the fractional derivative assumed.

1 Introduction

The use of fractional derivatives and integrals [1–3] allows us to investigate the behavior of material processes and systems that are characterized by power law non-locality, power law long-term memory, and fractal properties. Fractional calculus has emerged as a powerful tool that has a wide range of applications in mechanics and physics (e.g., [4–13]).

Non-local effects in elasticity theory have been treated with two different approaches: the gradient elasticity theory (weak non-locality) and the integral elasticity theory (strong non-locality). The fractional calculus can then be used to establish a fractional generalization of non-local elasticity in two forms: the fractional gradient elasticity theory (weak non-locality) and the fractional integral elasticity theory (strong non-locality).

Some developments in framework and derivation of corresponding results for the fractional integral elasticity have been made in [14–16]. This has not been done, however, for gradient elasticity (for a recent review of the subject, one may consult [17, 18]). An extension of the phenomenological theory of gradient elasticity using the Caputo and Riesz spatial derivatives of non-integer order is suggested in the present article.

In Section 2, a phenomenological fractional generalization of one-dimensional gradient elasticity is discussed using the Caputo derivative to include gradient effects in the constitutive equation for the stress. The corresponding fractional differential equation for the displacement is solved analytically and expressed in terms of the Mittag-Leffler functions. In order that the stress field be equilibrated, the material should develop an internal force that should be added to the externally applied body force field.

In Section 3, a fractional generalization of gradient elasticity is discussed using the Riesz derivative (in particular, the fractional Laplacian in the Riesz form). Analytical solutions of the corresponding fractional differential equation are obtained for two cases: the sub-gradient and the super-gradient elasticities (in analogy to sub-diffusion and super-diffusion cases) for a continuum carrying a point load. Asymptotic expressions are derived for the displacement field near the point of application of the external load. They may or may not be singular depending on the order of the fractional derivative used.

2 Fractional gradient elasticity based on the Caputo derivative

In this section, we suggest a fractional generalization of the gradient elasticity model that includes the Caputo derivative of non-integer order. For this one-dimensional model, we derive a general solution of the corresponding fractional differential equation for the displacement. We demonstrate how to overcome the difficulties caused by the unusual properties of fractional derivatives. An alternative fractional gradient elasticity model for a three-dimensional case using the Riesz fractional derivative (in the form of a fractional Laplacian) is discussed in Section 3.

2.1 Fractional gradient elasticity equation

Let us consider the constitutive relation for a one-dimensional fractional gradient elasticity model that is based on the Caputo derivative in the form

(1)σしぐま(x)=Eεいぷしろん(x)±lβべーた2ECDa+βべーたεいぷしろん(x), (1)

where σしぐま(x) is the stress and εいぷしろん(x) is the strain, with the space variable x and the scale parameter lβべーた2 being dimensionless. The symbol CDa+βべーた is the Caputo derivative of order βべーた with n-1<βべーた<n. The ± sign is kept for generality, as various previous nonfractional gradient elasticity models use either sign (for a comprehensive of nonfractional gradient elasticity models, the reader may consult [18]). The left-sided Caputo fractional derivative [3] of order αあるふぁ>0 for x∈[a, b] is defined by

(2)CDa+αあるふぁf(t)=Ia+n-αあるふぁDxnf(x)=1Γがんま(n-αあるふぁ)axdzDznf(z)(x-z)αあるふぁ-n+1, (2)

where n-1<αあるふぁ<n and Ia+αあるふぁ is the left-sided Riemann-Liouville fractional integral of order αあるふぁ>0 defined as

Ia+αあるふぁf(x)=1Γがんま(αあるふぁ)axf(z)dz(x-z)1-αあるふぁ,(z>a).

Then using the usual definition of the strain εいぷしろん(x) in terms of the displacement u(x)

(3)εいぷしろん(x)=Dx1u(x), (3)

we obtain the fractional stress displacement equation in the form

(4)σしぐま(x)=EDx1u(x)±lβべーた2ECDa+βべーた+1u(x). (4)

In view of the fractional vector calculus framework, we can derive the fractional equation of equilibrium in the form

(5)Aαあるふぁ(x)CDa+αあるふぁσしぐま(x)+f(x)=0 (5)

with the given functions Aαあるふぁ(x) and f(x) denoting, as usual, the external body force field. The explicit form of the function Aαあるふぁ(x) is derived from the conservation law for non-local media using the fractional vector calculus [19]. Substitution of Eq. (4) into (5) gives

(6)CDa+αあるふぁ+1u(x)±lβべーた2CDa+αあるふぁCDa+βべーた+1u(x)+f˜(x)=0, (6)

where

(7)f˜(x)=E-1Aαあるふぁ-1(x)f(x). (7)

For the case αあるふぁ=1, the governing fractional differential equation reads

(8)Dx2u(x)±lβべーた2Dx1CDa+βべーた+1u(x)+f˜(x)=0. (8)

In general, we have Dx1CDxβべーた+1CDxβべーた+2.

2.2 Solution of the fractional gradient elasticity equation

Let us make use of the explicit form concerning the violation of the semigroup property for the Caputo derivative that gives the relationship between the product CDa+αあるふぁCDa+βべーた and the derivative CDa+αあるふぁ+βべーた.

Using Eq. (2.4.6) in [3] of the form

(9)(CDa+αあるふぁf)(x)=(RLDa+αあるふぁf)(x)-k=0n-1(Dkf)(a)Γがんま(k-αあるふぁ+1)(x-a)k-αあるふぁ (9)

and using Property 2.1, Eq. (2.1.16), in [3],

(10)Ia+αあるふぁ(x-a)βべーた=Γがんま(βべーた+1)Γがんま(αあるふぁ+βべーた+1)(x-a)βべーた+αあるふぁ, (10)

where αあるふぁ>0 and βべーた>-1, we obtain the relation

(11)CDa+αあるふぁCDa+βべーたf(x)=CDa+αあるふぁ+βべーたf(x)+k=0n-1f(k+n)(a)Γがんま(n+k-αあるふぁ-βべーた)(x-a)n+k-αあるふぁ-βべーた, (11)

where 0<αあるふぁ≤1, n-1<βべーたn. This relation explicitly shows a violation of the semigroup property for the Caputo derivative.

Using Eq. (11), we rewrite Eq. (6) in the form

(12)(CDa+αあるふぁ+βべーた+1u)(x)±lβべーた-2(CDa+αあるふぁ+1u)(x)±feff(x)=0, (12)

where 0<αあるふぁ<1, 1<βべーた<2 (n=2), or 2<βべーた<3 (n=3) and feff(x) is an effective body force defined by

(13)feff(x)=lβべーた-2k=0nu(k+n+1)(a)Γがんま(n+k-αあるふぁ-βべーた)(x-a)n+k-αあるふぁ-βべーた+lβべーた-2f˜(x). (13)

Eq. (12) is a nonhomogeneous fractional differential equation with constant coefficients.

The solutions to equations of this type are given by theorem 5.16 in [3] (see also theorem 5.13 in [3] for the homogeneous case, feff(x)=0). To use these results, we assume that a=0. Let us consider the case 0<αあるふぁ<1, 1<βべーた<2 (i.e., 1<αあるふぁ+1<2=m, 2<βべーた+1<3=n). Then the solution of Eq. (12) has the form

(14)u(x)=0xdzfeff(z)(x-z)αあるふぁEαあるふぁ-βべーた,αあるふぁ+1[lβべーた-2(x-z)αあるふぁ-βべーた]+C0u0(x)+C1u1(x)+C2u2(x), (14)

where

(15)u0(x)=Eαあるふぁ-βべーた,1[lβべーた-2xαあるふぁ-βべーた]±lβべーた-2xαあるふぁ-βべーたEαあるふぁ-βべーた,αあるふぁ-βべーた+1[lβべーた-2xαあるふぁ-βべーた], (15)
(16)u1(x)=xEαあるふぁ-βべーた,2[lβべーた-2xαあるふぁ-βべーた]±lβべーた-2xαあるふぁ-βべーた+1Eαあるふぁ-βべーた,αあるふぁ-βべーた+2[lβべーた-2xαあるふぁ-βべーた], (16)
(17)u2(x)=x2Eαあるふぁ-βべーた,3[lβべーた-2xαあるふぁ-βべーた], (17)

and

(18)feff(x)=lβべーた-2k=02u(k+3)(0)Γがんま(2+k-αあるふぁ-βべーた)x2+k-αあるふぁ-βべーた+lβべーた-2f˜(x). (18)

The arbitrary real constants C0, C1, and C2 in the case of the Caputo fractional derivatives are defined by the values of the integer-order derivatives u(0), u(1)(0), and u(2)(0).

Here, Eαあるふぁ,βべーた(z) is the Mittag-Leffler function [3], which is defined by

(19)Eαあるふぁ,βべーた[z]=k=0zkΓがんま(αあるふぁk+βべーた),(αあるふぁ>0,βべーた). (19)

Note also that E1, 1[z]=ez. The asymptotic behavior (see Eq. (1.8.27) in [3]) of the Mittag-Leffler function Eαあるふぁ,βべーた(z) is

(20)Eαあるふぁ,βべーた(z)=1αあるふぁz(1-βべーた)/αあるふぁexp(z1/αあるふぁ)-k=1N1Γがんま(βべーた-αあるふぁk)1zk+O(1/zN+1)(|z|), (20)

where 0<αあるふぁ<2.

Remark: It should be emphasized that the absence of the external force (f(x)=0) does not imply the vanishing of the effective force feff. In general, feff(x)≠0 for f(x)=0. Only in the case of commutativity of the Caputo fractional derivatives, i.e., if the semigroup property

(CDa+αあるふぁCDa+βべーたu)(x)=(CDa+αあるふぁ+βべーたu)(x)

is not violated, the vanishing of the external force f(x)=0 leads to the vanishing of the effective force feff(x)=0. It is easy to see that the semigroup property is satisfied if

(21)u(3)(0)=u(4)(0)=u(5)(0)=0. (21)

If we consider Eq. (12) in the case αあるふぁ=1, 1<βべーた<2, f(x)=0, and assume that condition (21) is satisfied, then solution (14) of Eq. (12) has the form

(22)u(x)=C0(E1-βべーた,1[lβべーた-2x1-βべーた]±lβべーた-2x1-βべーたE1-βべーた,2-βべーた[lβべーた-2x1-βべーた])++C1(xE1-βべーた,2[lβべーた-2x1-βべーた]±lβべーた-2x2-βべーたE1-βべーた,3-βべーた[lβべーた-2x1-βべーた])+C2x2E1-βべーた,3[lβべーた-2x1-βべーた]. (22)

For this solution to be admissible, it should be checked if the function given by Eq. (22) satisfies the conditions u(3)(0)=u(4)(0)=u(5)(0)=0. To verify these conditions, we use Eq. (1.8.22) of [3] in the form

(23)dndznEαあるふぁ,βべーた[z]=n!Eαあるふぁ,βべーた+nαあるふぁn+1[z],(n). (23)

The conditions given by Eq. (21) are not satisfied for the function given by Eq. (22). Thus, the solution is not admissible for the fractional one-dimensional gradient elasticity model considered herein. Therefore, we should take into account the effective force defined in Eq. (18) for the solution given by Eq. (14) to describe the fractional one-dimensional gradient elasticity model correctly.

3 Fractional gradient elasticity based on the Riesz derivative

An alternative fractional gradient elasticity model may be obtained using the Riesz fractional derivative. In this case, it turns out that a three-dimensional treatment is possible due to available results on the fractional Laplacian of the Riesz type. The corresponding fractional gradient elasticity governing equation can then be considered in the form

(24)cαあるふぁ((-Δでるた)αあるふぁ/2u)(r)+cβべーた((-Δでるた)βべーた/2u)(r)=f(r)(αあるふぁ>βべーた), (24)

where r∈R3 and r=|r| are dimensionless and (-Δでるた)αあるふぁ/2 is the Riesz fractional Laplacian of order αあるふぁ [3]. The coefficients (cαあるふぁ, cβべーた) are phenomenological constants, and the rest of the symbols have their usual meaning. For αあるふぁ>0 and suitable functions u(r), r∈R3, the Riesz fractional derivative can be defined [3] in terms of the Fourier transform by

(25)((-Δでるた)αあるふぁ/2u)(r)=-1(|k|αあるふぁ(u)(k)), (25)

where k denotes the wave vector. If αあるふぁ=4 and βべーた=2, we have the well-known equation of the gradient elasticity [18]:

(26)c2Δでるたu(r)-c4Δでるた2u(r)+f(r)=0, (26)

where

(27)c2=E,c4=±l2E. (27)

Eq. (24) is the fractional partial differential equation that has the particular solution (section 5.5.1 in [3]) of the form

(28)u(r)=3Gαあるふぁ,βべーた3(r-r)f(r)d3r, (28)

where the Green-type function

(29)Gαあるふぁ3(r)=31cαあるふぁ|k|αあるふぁ+cβべーた|k|βべーたe+i(k,r)d3k (29)

is given (see lemma 25.1 of [1, 2]) by the following equation:

(30)Gαあるふぁ,βべーた3(r)=1(2πぱい)3/2|r|0λらむだ3/2J1/2(λらむだ|r|)cαあるふぁλらむだαあるふぁ+cβべーた|λらむだ|βべーたdλらむだ. (30)

Here, J1/2(z)=2/(πぱいz)sin(z) is the Bessel function of the first kind.

Let us consider, as an example, the W. Thomson (1848) problem [20] for the present model of fractional gradient elasticity. Determine the deformation of an infinite elastic continuum, when a concentrated force is applied to a small region of it. To solve this problem, we consider distances |r|, which are large in comparison with the size of the region (neighborhood) of load application. In other words, we can suppose that the force is applied at a point. In this case, we have

(31)f(r)=f0δでるた(r)=f0δでるた(x)δでるた(y)δでるた(z). (31)

Then the displacement field u(r) of fractional gradient elasticity has a simple form given by the particular solution

(32)u(r)=f0Gαあるふぁ3(r), (32)

where Gαあるふぁ3(z) is the Green’s function given by Eq. (30). Therefore, the displacement field for the force applied at a point, Eq. (31), has the form

(33)u(r)=12πぱい2f0|r|0λらむだsin(λらむだ|r|)cαあるふぁλらむだαあるふぁ+cβべーたλらむだβべーたdλらむだ(αあるふぁ>βべーた). (33)

For this solution of the fractional gradient elasticity equation (24) with αあるふぁ>βべーた, 0<βべーた<2, and αあるふぁ≠2, with a point force f(r) of the form given by Eq. (31), the asymptotic behavior is

(34)u(r)f0Γがんま(2-βべーた)sin(πぱいβべーた/2)2πぱい2cβべーた1|r|3-βべーた(|r|). (34)

This asymptotic behavior |r|→∞ does not depend on parameter αあるふぁ, and the corresponding asymptotic behavior for |r|→0 does not depend on parameter βべーた, where αあるふぁ>βべーた. The displacement field at large distances from the point of load application is determined only by term (-Δでるた)βべーた/2, where βべーた<αあるふぁ. This can be interpreted as a fractional non-local “deformation” counterpart of the classical result based on the local Hooke’s law. We note the existence of a maximum for the quantity u(r)·|r| in the case 0<βべーた<2<αあるふぁ.

From a mathematical point of view, there are two special cases: (i) fractional power law-weak non-locality with αあるふぁ=2 and 0<βべーた<2; (ii) fractional power law-weak non-locality with αあるふぁ≠2, αあるふぁ>βべーた, and 0<βべーた<3. It is thus useful to distinguish between the following two particular cases:

  • Sub-gradient elasticity (αあるふぁ=2 and 0<βべーた<2).

  • Super-gradient elasticity (αあるふぁ>2 and βべーた=2).

In the sub-gradient elasticity model, the order of the fractional derivative is less than the order of the term related to the usual Hooke’s law. The order of the fractional derivative in the super-gradient elasticity equation is larger than the order of the term related to the Hooke’s law. The terms “sub-gradient” and “super-gradient” elasticity are used in analogy to the terms commonly used for anomalous diffusion [6–8]: sub-diffusion and super-diffusion.

3.1 Sub-gradient elasticity model

The fractional model of sub-gradient elasticity is described by Eq. (24) with αあるふぁ=2 and 0<βべーた<2, i.e.,

(35)c2Δでるたu(r)-cβべーた((-Δでるた)βべーた/2u)(r)+f(r)=0,(0<βべーた<2). (35)

The order of the fractional Laplacian (-Δでるた)βべーた/2 is less than the order of the first term related to the usual Hooke’s law. As a simple example, we can consider the square of the Laplacian, i.e., βべーた=1. In general, parameter βべーた defines the order of the power law non-locality that characterizes the elastic continuum. The particular solution of Eq. (35) for the point force problem at hand reads

(36)u(r)=12πぱい2f0|r|0λらむだsin(λらむだ|r|)c2λらむだ2+cβべーたλらむだβべーたdλらむだ(0<βべーた<2). (36)

The following asymptotic behavior for Eq. (36) can be derived using section 2.3.1 in [21] of the form

(37)u(r)=f02πぱい2|r|0λらむだsin(λらむだ|r|)c2λらむだ2+cβべーたλらむだβべーたdλらむだC0(βべーた)|r|3-βべーた+k=1Ck(βべーた)|r|(2-βべーた)(k+1)+1(|r|), (37)

where

(38)C0(βべーた)=f02πぱい2cβべーたΓがんま(2-βべーた)sin(πぱい2βべーた), (38)
(39)Ck(βべーた)=-f0c2k2πぱい2cβべーたk+10z(2-βべーた)(k+1)-1sin(z)dz. (39)

As a result, the displacement field generated by the force that is applied at a point in the elastic continuum with the fractional non-locality described by the fractional Laplacian (-Δでるた)βべーた/2 with 0<βべーた<2 is given by

(40)u(r)C0(βべーた)|r|3-βべーた(0<βべーた<2), (40)

for large distances |r|»1.

3.2 Super-gradient elasticity model

The fractional model of super-gradient elasticity is described by Eq. (24), with αあるふぁ>2 and βべーた=2. In this case, we have

(41)c2Δでるたu(r)-cαあるふぁ((-Δでるた)αあるふぁ/2u)(r)+f(r)=0,(αあるふぁ>2). (41)

The order of the fractional Laplacian (-Δでるた)αあるふぁ/2 is greater than the order of the first term related to the usual Hooke’s law. Parameter αあるふぁ>2 defines the order of the power law non-locality of the elastic continuum. If αあるふぁ=4, Eq. (41) reduced to Eq. (26). The case 3<αあるふぁ<5 can be considered to correspond as closely as possible (αあるふぁ≈4) to the usual gradient elasticity model of Eq. (26).

The asymptotic behavior of the displacement field u(|r|) for |r|0 in the case of super-gradient elasticity is given by

(42)u(r)f0Γがんま((3-αあるふぁ)/2)2αあるふぁπぱい2πぱいcαあるふぁΓがんま(αあるふぁ/2)1|r|3-αあるふぁ,(2<αあるふぁ<3), (42)
(43)u(r)f02πぱいαあるふぁcβべーた1-3/αあるふぁcαあるふぁ3/αあるふぁsin(3πぱい/αあるふぁ),(αあるふぁ>3). (43)

Note that the above asymptotic behavior does not depend on parameter βべーた and that the corresponding relation (42) does not depend on cβべーた. The displacement field u(r) for short distances away from the point of load application is determined only by the term with (-Δでるた)αあるふぁ/2 (αあるふぁ>βべーた), which can be considered as a fractional counterpart of the usual extra non-Hookean term of gradient elasticity.

A generalization of the phenomenological theory of gradient elasticity accomplished by including the Caputo and Riesz spatial derivatives of non-integer order is suggested in this article. Related lattice models with spatial dispersion of power law type as microscopic models of the fractional elastic continuum described by Eq. (24) were proposed in [22]. Using the approach suggested in [23, 24], Eq. (24) has been derived from the equations of lattice dynamics with power law spatial dispersion. We can point out that a phenomenological fractional gradient elasticity model can be obtained from different microscopic or lattice models. In addition, we note that the model of fractional gradient elastic continuum has an analogue in the plasma-like dielectric material with power law spatial dispersion [25]. It can be considered as a common or universal behavior of plasma-like and elastic materials in space by analogy with the universal behavior of low-loss dielectrics in time [26–28].


Corresponding authors: Vasily E. Tarasov, Skobeltsyn Institute of Nuclear Physics, Lomonosov Moscow State University, Moscow 119991, Russia, e-mail: ; and Elias C. Aifantis, Laboratory of Mechanics and Materials, Aristotle University of Thessaloniki, Thessaloniki 54124, Greece, e-mail:
aEmeritus Professor of Engineering, Michigan Tech, Houghton, MI 49931, USA; Distinguished Adjunct Professor, King Abdulaziz University, Jeddah 21589, Saudi Arabia.

Acknowledgments

V.E.T. thanks Professor Juan J. Trujillo for valuable discussions of applications of fractional models in elasticity theory and the Aristotle University of Thessaloniki for its support and kind hospitality in July 2013. The financial support of the ERC-13 (IL-GradMech-AMS) grant, through the Greek-Secretariat of Research and Technology, is gratefully acknowledged.

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Article note: This article was first submitted to the J. of Elasticity in July 2013. It was returned for revisions in early February 2014. Since the authors did not agree with some of the reviewers’ comments, it was decided to follow the present path, partly due to the long time elapsed between actual completion and potential publication. It is noted, in this connection, that other articles on the topic (e.g. Ref. [22]) were directly motivated by the present work which, partly due to the aforementioned circumstances, may not have been properly quoted, even though it was the first article where the authors (upon the invitation of the first one/VET by the second one/ECA) attempted to address the extension of gradient elasticity to the fractional case (see also arXiv:1307.6999). This may have also occurred for other related articles that may have appeared or been submitted before the publication of the present one.

Published Online: 2014-4-29
Published in Print: 2014-5-1

©2014 by Walter de Gruyter Berlin/Boston

This article is distributed under the terms of the Creative Commons Attribution Non-Commercial License, which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.

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