surface crack problem for functionally graded magnetoelectroelastic coating–homogeneous elastic...

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Surface crack problem for functionally graded magnetoelectroelastic coating–homogeneous elastic substrate system under anti-plane mechanical and in-plane electric and magnetic loading Li Ma a, * , Lin-Zhi Wu a , Lin-Ping Feng b a Center for Composite Materials, Harbin Institute of Technology, Harbin 150080, China b Navy Submarine Academy, Qingdao 266071, China article info Article history: Received 8 November 2007 Received in revised form 23 September 2008 Accepted 1 October 2008 Available online 14 October 2008 Keywords: Magnetoelectroelastic material Coating–substrate structure Crack Field intensity factor Energy release rate abstract A functionally graded magnetoelectroelastic material layer bonded to a homogeneous elas- tic substrate is investigated. The functionally graded magnetoelectroelastic layer contains a surface crack that is perpendicular to the surface of the medium. The structure is subjected to anti-plane mechanical and in-plane electric and magnetic loads, the crack problem involves the anti-plane elastic field coupled with the in-plane electric and magnetic field. The elastic layer can be an ideal insulator or an ideal conductor. Integral transform and dis- location density functions are employed to reduce the problem to the solution of a system of singular integral equations. Numerical results show the influences of the material gradi- ent parameter and crack configuration on field intensity factors and energy release rates of the functionally graded magnetoelectroelastic coating–homogeneous elastic substrate structure. Ó 2008 Elsevier Ltd. All rights reserved. 1. Introduction Composite materials consisting of a piezoelectric phase and a piezomagnetic phase simultaneously process piezoelectric, piezomagnetic and magnetoelectric effects, and thus they have wide applications in microwave electronics, optoelectronics and electronic instrumentation [1,2]. Due to multi-field coupled effects, a magnetic field may induce an electric field and an elastic field in a magnetoelectroelastic solid, and vise versa. The coupled properties of piezoelectric–piezomagnetic compos- ites offer great opportunities for engineers to create intelligent structures and devices that are capable of responding to inter- nal and/or environment changes. Studies of the properties of piezoelectric–piezomagnetic composites have been carried out by numerous investigators in recent years, e.g., Nan [3], Huang et al. [4], Li [5], Soh et al. [6] and others. When subjected to mechanical, magnetic and electrical loads in service, these magnetoelectroelastic composites can fail prematurely due to de- fects, such as cracks, holes and inclusions, arising during their manufacturing process. Therefore, it is of great importance to study the fracture behaviors of piezoelectric–piezomagnetic composites with cracks under the magnetoelectroelastic inter- action. Recently, Song and Sih [7] investigated crack initiation behavior in a magnetoelectroelastic composite under in-plane deformation. Gao et al. [8] presented an exact treatment of crack problems in a magnetoelectroelastic solid subjected to far- field loadings. Wang and Mai [9] obtained the general two-dimensional solutions to the magnetoelectroelastic problem of a crack via the extended Stroh formalism. The same authors [10] also considered mode III crack problems in an infinite mag- netoelectroelastic medium using a complex variable technique. 0013-7944/$ - see front matter Ó 2008 Elsevier Ltd. All rights reserved. doi:10.1016/j.engfracmech.2008.10.002 * Corresponding author. Tel.: +86 451 86402739; fax: +86 451 86402386. E-mail address: [email protected] (L. Ma). Engineering Fracture Mechanics 76 (2009) 269–285 Contents lists available at ScienceDirect Engineering Fracture Mechanics journal homepage: www.elsevier.com/locate/engfracmech

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Engineering Fracture Mechanics 76 (2009) 269–285

Contents lists available at ScienceDirect

Engineering Fracture Mechanics

journal homepage: www.elsevier .com/locate /engfracmech

Surface crack problem for functionally graded magnetoelectroelasticcoating–homogeneous elastic substrate system under anti-planemechanical and in-plane electric and magnetic loading

Li Ma a,*, Lin-Zhi Wu a, Lin-Ping Feng b

a Center for Composite Materials, Harbin Institute of Technology, Harbin 150080, Chinab Navy Submarine Academy, Qingdao 266071, China

a r t i c l e i n f o

Article history:Received 8 November 2007Received in revised form 23 September2008Accepted 1 October 2008Available online 14 October 2008

Keywords:Magnetoelectroelastic materialCoating–substrate structureCrackField intensity factorEnergy release rate

0013-7944/$ - see front matter � 2008 Elsevier Ltddoi:10.1016/j.engfracmech.2008.10.002

* Corresponding author. Tel.: +86 451 86402739;E-mail address: [email protected] (L. Ma).

a b s t r a c t

A functionally graded magnetoelectroelastic material layer bonded to a homogeneous elas-tic substrate is investigated. The functionally graded magnetoelectroelastic layer contains asurface crack that is perpendicular to the surface of the medium. The structure is subjectedto anti-plane mechanical and in-plane electric and magnetic loads, the crack probleminvolves the anti-plane elastic field coupled with the in-plane electric and magnetic field.The elastic layer can be an ideal insulator or an ideal conductor. Integral transform and dis-location density functions are employed to reduce the problem to the solution of a systemof singular integral equations. Numerical results show the influences of the material gradi-ent parameter and crack configuration on field intensity factors and energy release rates ofthe functionally graded magnetoelectroelastic coating–homogeneous elastic substratestructure.

� 2008 Elsevier Ltd. All rights reserved.

1. Introduction

Composite materials consisting of a piezoelectric phase and a piezomagnetic phase simultaneously process piezoelectric,piezomagnetic and magnetoelectric effects, and thus they have wide applications in microwave electronics, optoelectronicsand electronic instrumentation [1,2]. Due to multi-field coupled effects, a magnetic field may induce an electric field and anelastic field in a magnetoelectroelastic solid, and vise versa. The coupled properties of piezoelectric–piezomagnetic compos-ites offer great opportunities for engineers to create intelligent structures and devices that are capable of responding to inter-nal and/or environment changes. Studies of the properties of piezoelectric–piezomagnetic composites have been carried outby numerous investigators in recent years, e.g., Nan [3], Huang et al. [4], Li [5], Soh et al. [6] and others. When subjected tomechanical, magnetic and electrical loads in service, these magnetoelectroelastic composites can fail prematurely due to de-fects, such as cracks, holes and inclusions, arising during their manufacturing process. Therefore, it is of great importance tostudy the fracture behaviors of piezoelectric–piezomagnetic composites with cracks under the magnetoelectroelastic inter-action. Recently, Song and Sih [7] investigated crack initiation behavior in a magnetoelectroelastic composite under in-planedeformation. Gao et al. [8] presented an exact treatment of crack problems in a magnetoelectroelastic solid subjected to far-field loadings. Wang and Mai [9] obtained the general two-dimensional solutions to the magnetoelectroelastic problem of acrack via the extended Stroh formalism. The same authors [10] also considered mode III crack problems in an infinite mag-netoelectroelastic medium using a complex variable technique.

. All rights reserved.

fax: +86 451 86402386.

Nomenclature

x,y,z Cartesian coordinatesc length of crackh width of functionally graded magnetoelectroelastic striphe width of homogeneous elastic substratew z-component of the displacement vector for functionally graded magnetoelectroelastic strip/ electric potential of functionally graded magnetoelectroelastic stripw magnetic potential of functionally graded magnetoelectroelastic stripskz (k = x,y) anti-plane shear stress of functionally graded magnetoelectroelastic stripDk (k = x,y) electric displacement of functionally graded magnetoelectroelastic stripBk (k = x,y) magnetic induction of functionally graded magnetoelectroelastic stripc44 elastic constant of functionally graded magnetoelectroelastic stripe15 piezoelectric constant of functionally graded magnetoelectroelastic stripf15 piezomagnetic constant of functionally graded magnetoelectroelastic stripe11 dielectric constant of functionally graded magnetoelectroelastic stripg11 electromagnetic constant of functionally graded magnetoelectroelastic stripl11 magnetic constant of functionally graded magnetoelectroelastic stripb parameter to describe the material gradient distributionce

44 elastic constant of the elastic layerwe z-component of the displacement vector for the elastic layerr2 ¼ @2

@x2 þ @2

@y2 the two-dimensional Laplace operator in the variables x and ygw(x), g/(x), gw(x) dislocation density functionKIII stress intensity factor (SIF)KD electric displacement intensity factor (EDIF)KB magnetic induction intensity factor (MIIF)G energy release rate (ERR)

270 L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285

In practical applications, a magnetoelectroelastic layer is usually bonded to an elastic substrate. Due to the difference ofthe thermo-physical properties between the magnetoelectroelastic layer and the substrate, the surface of the magnetoelec-troelastic layer may suffer cracking during processing or under influence of the environment. Therefore, study of the surfacecracking of laminated magnetoelectroelastic medium is of great importance. The problem of an edge crack has been studiedin Refs. [11,12] for homogeneous layers under mechanical load. The problem of an edge or an embedded crack perpendicularto the surface of the magnetoelectroelastic layer has been considered for coupled magnetoelectromechanical load [13,14].The dynamic fracture of an embedded crack in magnetoelectroelastic strip has been considered by Yong and Zhou [15]. Inthese papers, only homogeneous magnetoelectroelastic layers were investigated.

On the other hand, the development of functionally graded materials (FGMs) has demonstrated that they have the poten-tial to reduce the stress concentration and increase the fracture toughness. Consequently, the concept of FGMs can be ex-tended to the magnetoelectroelastic materials to improve the reliability of magnetoelectroelastic materials andstructures. These new kinds of materials with continuously varying properties may be called functionally graded magneto-electroelastic materials. The advantages of using a device wholly made of the functionally graded magnetoelectroelasticmaterials or using the functionally graded magnetoelectroelastic materials as a transit layer instead of the bonding agentare that no discernible internal seams or boundaries exist. So the failure from internal de-bonding or stress peaks developedin conventional bimorphs can be avoided. Because the functionally graded magnetoelectroelastic materials are just emergingclass of magnetoelectroelastic materials, researches on the fracture mechanical behaviors of this kind of materials are stillvery few. The problem of an edge or an embedded crack perpendicular to the surface of the functionally graded magneto-electroelastic layer has been considered by Ma et al. [16] for coupled magnetoelectromechanical load. The dynamic fractureof an edge crack in functionally graded magnetoelectroelastic strip has been considered by Feng and Su [17,18].

For many practical devices, functionally graded magnetoelectroelastic structures are surface-mounted. An important frac-ture mode is that the functionally graded magnetoelectroelastic layer contains a crack perpendicular to its surface. To theauthors’ knowledge, such problems have not yet been reported in the literature. This is the motivation of present work.

In this paper, the anti-plane problem of a functionally graded magnetoelectroelastic material layer bonded to a homoge-neous elastic substrate is investigated. The functionally graded magnetoelectroelastic layer contains a surface crack that isperpendicular to the surface of the medium. The crack is assumed to be impermeable or permeable for magnetic and electricfields, and the elastic layer can be an ideal insulator or an ideal conductor. Integral transform and dislocation density func-tions are employed to reduce the problem to the solution of a system of singular integral equations. The resulting singularintegral equation is then approximated as a system of linear algebraic equations, which are finally solved. Field intensity fac-tors and energy release rates (ERRs) in the physical domain are obtained and analyzed. Numerical results show the influ-ences of the material gradient parameter and crack configuration on field intensity factors and energy release rates of the

L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285 271

functionally graded magnetoelectroelastic coating–homogeneous elastic substrate structure. Results presented in this papershould have potential applications to the design of magnetoelectroelastic coating/elastic substrate structures.

2. Formulation of the problem

The problem under consideration is described in Fig. 1. A functionally graded magnetoelectroelastic strip of width h con-tain a crack of length c (0 < c < h) perpendicular to the interface bonded to a homogeneous elastic substrate of width he. Thesystem of rectangular Cartesian coordinates (x,y,z) is introduced in the layered material in such a way that the crack is lo-cated along the x-axis, and the y-axis is parallel to the interface. In the following, the subscripts, x, y, z, will be used to refer tothe direction of coordinates, respectively. The functionally graded magnetoelectroelastic layer exhibits transversely isotropicbehavior and is poled in z-direction.

When the structure is subjected to anti-plane mechanical and in-plane electric and magnetic loads, the crack probleminvolves the anti-plane elastic field coupled with the in-plane electric and magnetic field. The constitutive equations forthe functionally graded magnetoelectroelastic materials are as follows:

skz ¼ c44@w@kþ e15

@/@kþ f15

@w@k

ð1aÞ

Dk ¼ e15@w@k� e11

@/@k� g11

@w@k

ð1bÞ

Bk ¼ f15@w@k� g11

@/@k� l11

@w@k

ð1cÞ

where skz, Dk, Bk (k = x,y) are the anti-plane shear stress, in-plane electric displacement and magnetic induction, respectively;c44, e15, f15, e11, g11 and l11 are the elastic, the piezoelectric, the piezomagnetic, dielectric, electromagnetic and the magneticconstants, respectively; w, / and w are the mechanical displacement, electric potential and magnetic potential of the func-tionally graded magnetoelectroelastic strip, respectively.

The material properties are assumed to be one-dimensionally dependent as

c44 ¼ c440ebx; e11 ¼ e110ebx; e15 ¼ e150ebx; f 15 ¼ f150ebx; g11 ¼ g110ebx; l11 ¼ l110ebx ð2Þ

where c440, e110, e150, f150, g110 and l110 are the material constants at x = 0; b is a parameter to describe the material gradientdistribution.

Substituting Eqs. (1) into the basic equations of magnetoelectroelastic boundary value problem, i.e.,

@sxz

@xþ @syz

@y¼ 0 ð3aÞ

@Dx

@xþ @Dy

@y¼ 0 ð3bÞ

@Bx

@xþ @By

@y¼ 0 ð3cÞ

We can obtained the equilibrium equation for functionally graded magnetoelectroelastic materials as follows:

x

y

ch

eh

Functionally graded Magnetoelectroelastic strip

Elastic strip

o

Fig. 1. Geometry of the crack problem in the functionally graded coating–homogeneous substrate structure.

272 L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285

c440 r2wþ b@w@x

� �þ e150 r2/þ b

@/@x

� �þ f150 r2wþ b

@w@x

� �¼ 0 ð4aÞ

e150 r2wþ b@w@x

� �� e110 r2/þ b

@/@x

� �� g110 r2wþ b

@w@x

� �¼ 0 ð4bÞ

f150 r2wþ b@w@x

� �� g110 r2/þ b

@/@x

� �� l110 r2wþ b

@w@x

� �¼ 0 ð4cÞ

where r2 ¼ @2

@x2 þ @2

@y2 is the two-dimensional Laplace operator in the variables x and y.For convenience of mathematics and similar to the method mentioned by Feng and Su [17], we assume

/ ¼ d1wþ e1vþ f1f; w ¼ d2wþ e2vþ f2f ð5Þ

where

d1 ¼e150l110 � f150g110

l110e110 � g2110

; e1 ¼�l110

l110e110 � g2110

; f 1 ¼g110

l110e110 � g2110

ð6aÞ

d2 ¼e110f150 � e150g110

l110e110 � g2110

; e2 ¼g110

l110e110 � g2110

; f 2 ¼�e110

l110e110 � g2110

ð6bÞ

are the known constants. The governing Eqs. (4) can be expressed as

r2wþ b@w@x¼ 0 ð7aÞ

r2vþ b@v@x¼ 0 ð7bÞ

r2fþ b@f@x¼ 0 ð7cÞ

The constitutive relations Eqs. (1) can be rewritten as

sxz ¼ ebx m10@w@xþm20

@v@xþm30

@f@x

� �; syz ¼ ebx m10

@w@yþm20

@v@yþm30

@f@y

� �ð8aÞ

Dx ¼ ebx @v@x

; Dy ¼ ebx @v@y

ð8bÞ

Bx ¼ ebx @f@x; By ¼ ebx @f

@yð8cÞ

where

m10 ¼ c440 þe110f 2

150 � 2e150f150g110 þ l110e2150

l110e110 � g2110

ð9aÞ

m20 ¼f150g110 � e150l110

l110e110 � g2110

ð9bÞ

m30 ¼e150g110 � f150e110

l110e110 � g2110

ð9cÞ

The constitutive equations of the elastic layer are

sexz ¼ ce

44@we

@x; se

yz ¼ ce44@we

@yð10Þ

where the subscript e represents the elastic layer, ce44 is elastic constant of the elastic layer and have ce

44 ¼ c440ebh, we is thez-component of the displacement vector for the elastic layer. The equilibrium equation for the elastic layer is as follows:

@2we

@x2 þ@2we

@y2 ¼ 0 ð11Þ

3. Solution of the functionally graded magnetoelectroelastic strip

Employing the Fourier Sine transform on the variable x and the Fourier transform on the variable y and considering atinfinity the quantity in the left side of Eqs. (4) must bounded, it can be shown that

wðx; yÞ ¼ 12p

Z 1

�1A1ðsÞe�m1ye�isxdsþ 2

p

Z 1

0A2ðsÞem2x þ A3ðsÞem3x½ � sinðsyÞds ð12aÞ

vðx; yÞ ¼ 12p

Z 1

�1B1ðsÞe�m1ye�isxdsþ 2

p

Z 1

0B2ðsÞem2x þ B3ðsÞem3x½ � sinðsyÞds ð12bÞ

fðx; yÞ ¼ 12p

Z 1

�1C1ðsÞe�m1ye�isxdsþ 2

p

Z 1

0C2ðsÞem2x þ C3ðsÞem3x½ � sinðsyÞds ð12cÞ

L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285 273

where Aj(s), Bj(s), Cj(s), (j = 1,2,3) are unknown functions to be determined and

m1ðsÞ ¼ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffisðsþ ibÞ

qð13aÞ

m2ðsÞ ¼ �b=2�ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffib2=4þ s2

qð13bÞ

m3ðsÞ ¼ �b=2þffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffib2=4þ s2

qð13cÞ

The corresponding stress, electric displacements and magnetic induction are given as

sxzðx; yÞ ¼ ebx � 12p

Z 1

�1is m10A1ðsÞ þm20B1ðsÞ þm30C1ðsÞ½ �e�m1ðsÞye�isxds

�þ 2

p

Z 1

0

X3

i¼2

miðsÞ m10AiðsÞ þm20BiðsÞ þm30CiðsÞ½ �emiðsÞx sinðsyÞds

)ð14aÞ

syzðx; yÞ ¼ ebx � 12p

Z 1

�1m1ðsÞ m10A1ðsÞ þm20B1ðsÞ þm30C1ðsÞ½ �e�m1ðsÞye�isxds

�þ 2

p

Z 1

0sX3

i¼2

m10AiðsÞ þm20BiðsÞ þm30CiðsÞ½ �emiðsÞx cosðsyÞds

)ð14bÞ

Dxðx; yÞ ¼ ebx � 12p

Z 1

�1isB1ðsÞe�m1ðsÞye�isxdsþ 2

p

Z 1

0

X3

i¼2

miðsÞBiðsÞemiðsÞx sinðsyÞds

( )ð15aÞ

Dyðx; yÞ ¼ ebx � 12p

Z 1

�1m1ðsÞB1ðsÞe�m1ðsÞye�isxdsþ 2

p

Z 1

0sX3

i¼2

BiðsÞemiðsÞx cosðsyÞds

( )ð15bÞ

Bxðx; yÞ ¼ ebx � 12p

Z 1

�1isC1ðsÞe�m1ðsÞye�isxdsþ 2

p

Z 1

0

X3

i¼2

miðsÞCiðsÞemiðsÞx sinðsyÞds

( )ð16aÞ

Byðx; yÞ ¼ ebx � 12p

Z 1

�1m1ðsÞC1ðsÞe�m1ðsÞye�isxdsþ 2

p

Z 1

0sX3

i¼2

CiðsÞemiðsÞx cosðsyÞds

( )ð16bÞ

4. Solution of the elastic substrate

The solution of the governing Eq. (11) for the elastic layer can be expressed in the following form:

weðx; yÞ ¼ 2p

Z 1

0D1ðsÞesx þ D2ðsÞe�sx½ � sinðsyÞds ð17Þ

From the constitutive Eq. (10) and the displacement expression (17), the stress for the elastic layer can be obtained asfollows:

sexzðx; yÞ ¼ ce

442p

Z 1

0s D1ðsÞesx � D2ðsÞe�sx½ � sinðsyÞds ð18aÞ

seyzðx; yÞ ¼ ce

442p

Z 1

0s D1ðsÞesx þ D2ðsÞe�sx½ � cosðsyÞds ð18bÞ

5. Boundary and interface conditions

At the functionally graded magnetoelectroelastic strip, the mixed boundary value problem shown in Fig. 1 must be solvedunder the following conditions. For the magnetoelectrically impermeable crack, the boundary conditions are

sxzð0; yÞ ¼ Dxð0; yÞ ¼ Bxð0; yÞ ¼ 0; �1 < y <1 ð19aÞsyzðx; 0Þ ¼ �s0; Dyðx; 0Þ ¼ �D0; Byðx;0Þ ¼ �B0; a < x < b ð19bÞwðx; 0Þ ¼ /ðx;0Þ ¼ wðx;0Þ ¼ 0; 0 6 x 6 a; b 6 x 6 h ð19cÞ

For the magnetoelectrically permeable crack, the boundary conditions are

sxzð0; yÞ ¼ Dxð0; yÞ ¼ Bxð0; yÞ ¼ 0; �1 < y <1 ð20aÞsyzðx; 0Þ ¼ �s0; a < x < b ð20bÞwðx; 0Þ ¼ 0; 0 6 x 6 a; b 6 x 6 h ð20cÞ/ðx; 0Þ ¼ wðx;0Þ ¼ 0; 0 6 x 6 h ð20dÞ

274 L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285

The electric displacement Dy(x,0) and magnetic induction By (x,0) on the crack surfaces consist of two components. Thefirst is the imposed electric displacement �D0 and magnetic induction �B0 for Dy(x,0) and By(x,0). The second is the un-known caused by �s0 for both of Dy(x,0) and By(x,0) [17].

At the interface x = h, we have the stresses and displacements continuity conditions

sxzðh; yÞ ¼ sexzðh; yÞ; �1 < y <1 ð21Þ

wðh; yÞ ¼ weðh; yÞ; �1 < y <1 ð22Þ

The bottom surface of the elastic layer is considered to be shear stress-free such that

sexzðhþ he; yÞ ¼ 0; �1 < y <1 ð23Þ

For the shear stress on the bottom surface of the elastic layer, and the electric and magnetic state on the bottom surface ofthe magnetoelectroelastic layer, we investigate two cases

Case I: The elastic layer is electrically and magnetically insulated on its bottom surface

Dxðh; yÞ ¼ Bxðh; yÞ ¼ 0; �1 < y <1 ð24aÞ

Case II: The elastic layer is electrically and magnetically grounded on its bottom surface

Exðh; yÞ ¼ Hxðh; yÞ ¼ 0; �1 < y <1 ð24bÞ

Note that a grounded state for a medium means that the medium is in an equaling electric potential state (usually be zeroelectric potential), and the electric field inside the medium is zero. On the other hand, and insulated state means that theelectric displacement in the medium is zero.

To make the solution satisfy the boundary conditions (19)–(24), we introduce the following dislocation density functions

gwðxÞ ¼@wðx;0Þ@x ; x 6 c

0; x > c

(ð25aÞ

g/ðxÞ ¼@/ðx;0Þ@x ; x 6 c

0; x > c

(ð25bÞ

gwðxÞ ¼@wðx;0Þ@x ; x 6 c

0; x > c

(ð25cÞ

Substituting Eqs. (5) and (12) into Eqs. (25) and applying the Fourier inverse transform, the unknown functions A1(s), B1(s)and C1(s) can be obtained that

A1ðsÞ ¼is

Z c

0gwðtÞeistdt ð26aÞ

B1ðsÞ ¼is

Z c

0geeg

w/wðtÞeistdt ð26bÞ

C1ðsÞ ¼is

Z c

0gfgl

w/wðtÞeistdt ð26cÞ

Z c

0gwðtÞdt ¼ 0;

Z c

0g/ðtÞdt ¼ 0;

Z c

0gwðtÞdt ¼ 0 ð27Þ

where

geegw/wðtÞ ¼ e150gwðtÞ � e110g/ðtÞ � g110gwðtÞ ð28aÞ

gfglw/wðtÞ ¼ f150gwðtÞ � g110g/ðtÞ � l110gwðtÞ ð28bÞ

Using Eqs. (8), (12), (26), together with the boundary conditions (19), and interfacial continuity conditions (21) and (22),and by inverting the corresponding Fourier integral, we obtain

A2ðsÞm2ðsÞ þ A3ðsÞm3ðsÞ ¼Z c

0gwðtÞF1ðs; tÞdt ð29aÞ

B2ðsÞm2ðsÞ þ B3ðsÞm3ðsÞ ¼Z c

0geeg

w/wðtÞF1ðs; tÞdt ð29bÞ

C2ðsÞm2ðsÞ þ C3ðsÞm3ðsÞ ¼Z c

0gfgl

w/wðtÞF1ðs; tÞdt ð29cÞ

L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285 275

m10A2 þm20B2 þm30C2ð Þm2em2h þ m10A3 þm20B3 þm30C3ð Þm3em3h

� ce44s D1esh � D2e�sh� �

¼Z c

0c440gwðtÞ þ e150g/ðtÞ þ f150gwðtÞ� �

F2ðs; tÞdt ð29dÞ

A2ðsÞem2h þ A3ðsÞem3h � D1esh � D2e�sh ¼Z c

0gwðtÞF3ðs; tÞdt ð29eÞ

From boundary condition (23), we obtain

D1ðsÞesðhþheÞ � D2ðsÞe�sðhþheÞ ¼ 0 ð30Þ

As far as the boundary conditions (24) for the elastic layer, we have the following cases:

Case I: If the elastic layer is electrically and magnetically insulated at its bottom surface, then

B2ðsÞm2ðsÞem2h þ B3ðsÞm3ðsÞem3h ¼Z c

0geeg

w/wðtÞF2ðs; tÞdt ð31aÞ

C2ðsÞm2ðsÞem2h þ C3ðsÞm3ðsÞem3h ¼Z c

0gfgl

w/wðtÞF2ðs; tÞdt ð31bÞ

Case II: If the elastic layer is electrically and magnetically grounded at its bottom surface, then

Z c

ðd1A2 þ e1B2 þ f1C2Þm2em2h þ d1A3 þ e1B3 þ f1C3ð Þm3em3h ¼0

g/ðtÞF2ðs; tÞdt ð32aÞ

ðd2A2 þ e2B2 þ f2C2Þm2em2h þ d2A3 þ e2B3 þ f2C3ð Þm3em3h ¼Z c

0gwðtÞF2ðs; tÞdt ð32bÞ

where the expressions of functions Fj(s, t) (j = 1,2) are

F1ðs; tÞ ¼1

2p

Z 1

�1

�sm2

1ðqÞ þ s2eiqtdq ð33aÞ

F2ðs; tÞ ¼1

2p

Z 1

�1

�sm2

1ðqÞ þ s2eiqðt�hÞdq ð33bÞ

F3ðs; tÞ ¼1

2p

Z 1

�1

iq

�sm2

1ðqÞ þ s2eiqðt�hÞdq ð33cÞ

By using the theory of residues, the integrals in Eqs. (33) may be evaluated as follows:

F1ðs; tÞ ¼s

m2ðsÞ �m3ðsÞe�tm3ðsÞ ð34aÞ

F2ðs; tÞ ¼s

m2ðsÞ �m3ðsÞeðh�tÞm2ðsÞ ð34bÞ

F3ðs; tÞ ¼m3ðsÞ

m3ðsÞ �m2ðsÞ½ �s eðh�tÞm2ðsÞ ð34cÞ

From Eqs. (34), unknowns A2(s), A3(s), B2(s), B3 (s), C2(s), C3(s), D1(s) and D2(s) can be obtained and given in Appendix A.Substituting these expressions into Eqs. (8), we obtain

syzðx; 0Þ ¼ ebx 12p

Z 1

�1� m10A1ðsÞ þm20B1ðsÞ þm30C1ðsÞ½ �m1ðsÞe�isxds

�þ 2

p

Z 1

0

X3

j¼2

m10AjðsÞ þm20BjðsÞ þm30CjðsÞ� �

emjðsÞxsds

)ð35aÞ

Dyðx; 0Þ ¼ ebx 12p

Z 1

�1�m1ðsÞB1ðsÞe�isxdsþ 2

p

Z 1

0

X3

j¼2

BjðsÞemjðsÞxsds

( )ð35bÞ

Byðx; 0Þ ¼ ebx 12p

Z 1

�1�m1ðsÞC1ðsÞe�isxdsþ 2

p

Z 1

0

X3

j¼2

CjðsÞemjðsÞxsds

( )ð35cÞ

By using the expressions of A1(s), A2(s), A3(s), B1 (s), B2(s), B3(s), C1(s), C2(s), C3(s), D1(s) and D2(s) and the boundary con-dition (19b), we obtain the following integral equations:

Z c

0Hðx; tÞ½ �

gwðtÞg/ðtÞgwðtÞ

8><>:9>=>;dt þ 2

p

Z c

0Gðx; tÞ½ �

gwðtÞg/ðtÞgwðtÞ

8><>:9>=>;dt ¼ e�bx

syðxÞDyðxÞByðxÞ

8><>:9>=>; ð36Þ

276 L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285

where the kernels H(x,t), G(x,t) are given by

Hðx; tÞ½ � ¼ 12pi

Z 1

�1H0½ �eisðt�xÞds ð37Þ

Gðx; tÞ½ � ¼Z 1

0G0½ �sds ð38Þ

The expressions of [H0] and [G0] are given in Appendix B, where [H0] is a constant matrix which depended only on thematerial properties. It can be shown from Eq. (37) that

H½ � ¼ 1p

H0½ �1

t � xð39Þ

By applying Eq. (36) to crack surface boundary conditions (19b), and using (39), we obtain the following singular integralequation:

1p

H0½ �Z c

0

1t � x

gwðtÞg/ðtÞgwðtÞ

8><>:9>=>;dt þ 2

p

Z c

0Gðx; tÞ½ �

gwðtÞg/ðtÞgwðtÞ

8><>:9>=>;dt ¼ e�bx

�s0

�D0

�B0

8><>:9>=>; ð40Þ

6. Solution of integral equation

This integral equation can be used to determine the as yet unknown functions gw, g/, and gw. In order to simplify the anal-ysis, the interval [0,c] is normalized by defining

x ¼ 12

1þ rð Þ; t ¼ 12

1þ uð Þ; 0 < ðt; xÞ < c; �1 < ðr;uÞ < 1 ð41aÞ

gwðtÞ ¼ GwðuÞ; g/ðtÞ ¼ G/ðuÞ; gwðtÞ ¼ GwðuÞ; 0 < ðt; xÞ < c; �1 < ðr; uÞ < 1 ð41bÞ� s0e�bx ¼ fwðrÞ; �D0e�bx ¼ f/ðrÞ; �B0e�bx ¼ fwðrÞ; 0 < ðt; xÞ < c; �1 < ðr;uÞ < 1 ð41cÞ

and then the integral Eq. (40) would become

1p

H0½ �Z 1

�1

1u� r

GwðuÞG/ðuÞGwðuÞ

8><>:9>=>;dt þ 2

p

Z 1

�1G0ðr;uÞ� � GwðuÞ

G/ðuÞGwðuÞ

8><>:9>=>;dt ¼

fwðrÞf/ðrÞfwðrÞ

8><>:9>=>; ð42Þ

where

G0ðr;uÞ ¼ c2

Gðx; tÞ ð43Þ

It can be observed that the weight function of the solution of (42) is w(u) = (1 � u)�1/2, and hence the solution of the inte-gral Eq. (42) may be expressed as [19–21]

GwðuÞ ¼1ffiffiffiffiffiffiffiffiffiffiffiffi

1� up

X1n¼0

cnTnðuÞ � 1 < u < 1 ð44aÞ

G/ðuÞ ¼1ffiffiffiffiffiffiffiffiffiffiffiffi

1� up

X1n¼0

dnTnðuÞ � 1 < u < 1 ð44bÞ

GwðuÞ ¼1ffiffiffiffiffiffiffiffiffiffiffiffi

1� up

X1n¼0

enTnðuÞ � 1 < u < 1 ð44cÞ

where Tn is the Chebyshev polynomial of the first kind and c0,c1,c2 , . . ., d0,d1,d2, . . . and e0,e1,e2, . . . are unknown constants.Note that the single-values condition (27) becomes

Z 1

�1GwðtÞdt ¼ 0;

Z 1

�1G/ðtÞdt ¼ 0;

Z 1

�1GwðtÞdt ¼ 0 ð45Þ

From Eqs. (44) and (45) and the orthogonality of Chebyshev polynomials it can be shown that c0 = 0, d0 = 0, e0 = 0. Theremaining constants are then determined by substituting from (44) into (42).

The singularity of the integral Eq. (42) may be removed by using the following relations:

Z 1

�1

TnðuÞdu

ðu� rÞffiffiffiffiffiffiffiffiffiffiffiffi1� up ¼ TnðrÞ

Z 1

�1

du

ðu� rÞffiffiffiffiffiffiffiffiffiffiffiffi1� up þ

Z 1

�1

TnðuÞ � TnðrÞðu� rÞ

ffiffiffiffiffiffiffiffiffiffiffiffi1� up du ð46Þ

where in the second term on the right-hand side in the integrand is bounded, the first integral is given by

Z 1

�1

du

ðu� rÞffiffiffiffiffiffiffiffiffiffiffiffi1� up ¼ log jBðrÞjffiffiffiffiffiffiffiffiffiffiffiffi

1� rp ðr < 1Þ; BðrÞ ¼ 1þ

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffið1� rÞ=2

p1�

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffið1� rÞ=2

p ð47Þ

L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285 277

In the problem under consideration from Eqs. (42), (46) and (47), it may be seen that r = r, which, with �1 < r < 1, indeedsatisfies the condition r < 1. All other integrals involving the solution are evaluated by using Gaussian quadrature, andthe resulting functional equation is solved by using the collocation method [22]. Since it is not possible to investigate theregularity of the corresponding infinite matrix, the convergence of the solution may be examined by varying the numberof the term retained in the series. Because of the nature of the solution in this problem, it is preferable to concentrate thecollocation point uk near the ends. They are, thus, chosen as

TNðulÞ ¼ 0; ul ¼ cos ð2l� 1Þ p2N

n oðl ¼ 1;2; . . . ;NÞ ð48Þ

where N is the number of terms retained in the series.

7. Field intensity factors and energy release rates

After determining the coefficients c1,c2, . . .,cN, d1,d2, . . .,dN and e1,e2, . . .,eN for the edge crack problem, the stress intensityfactors (SIFs), the electric displacement intensity factors (EDIFs) and the magnetic induction intensity factors (MIIFs) at thecrack tips may be defined and evaluated as

KIIIðcÞ ¼ limx!c

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi2ðx� cÞ

psyzðx;0Þ ¼ �e�bc

ffiffifficp X1

n¼1

c44cn þ e15dn þ f15en½ � ð49Þ

KDðcÞ ¼ limx!c

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi2ðx� cÞ

pDyðx; 0Þ ¼ �e�bc

ffiffifficp X1

n¼1

e15cn � e11dn � g15en½ � ð50Þ

KBðcÞ ¼ limx!c

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi2ðx� cÞ

pByðx;0Þ ¼ �e�bc

ffiffifficp X1

n¼1

f15cn � g11dn � l11en� �

ð51Þ

From Eqs. (42), (49)–(51), it is easy to know that the SIFs, the EDIFs and the MIIFs are independent and that they can be ob-tained by solving Eq. (42), respectively. Namely, the SIFs, the EDIFs and the MIIFs are only related to the correspondingmechanical, electrical and magnetic loading. So that it should be noted that for the magnetoelectroelastically impermeablecracks, as electric and/or magnetic load are applied, the SIFs cannot perfectly describe the fracture characteristics as in thepurely elastic case. Therefore, the energy release rates (ERRs) G are introduced by calculating the work done in closing thecrack tip over an infinitesimal distance. In accordance with the definition of the energy release rate proposed by Pak [23],after a similar deriving process carried out by Wang and Yu [24] and Feng and Su [17,18], we can finally obtain

GðcÞ ¼ 12

KIIIðcÞeK wðcÞ þ KDðcÞeK /ðcÞ þ KBðcÞeK wðcÞh i

ð52Þ

where

eK wðcÞ ¼l11e11 � g2

11

� KIIIðcÞ þ e15l11 � f15g11

� KDðcÞ þ f15e11 � e15g11ð ÞKBðcÞ

c44l11e11 þ e215l11 þ f 2

15e11 � c44g211 � 2e15f15g11

� ebc

ð53aÞ

eK /ðcÞ ¼e15l11 � f15g11

� KIIIðcÞ � c44l11 þ f 2

15

� KDðcÞ þ c44g11 þ e15f15ð ÞKBðcÞ

c44l11e11 þ e215l11 þ f 2

15e11 � c44g211 � 2e15f15g11

� ebc

ð53bÞ

eK wðcÞ ¼f15e11 � e15g11ð ÞKIIIðcÞ þ c44g11 þ e15f15ð ÞKDðcÞ � c44e11 þ e2

15

� KBðcÞ

c44l11e11 þ e215l11 þ f 2

15e11 � c44g211 � 2e15f15g11

� ebc

ð53cÞ

For magnetoelectrically permeable case, the field intensity factors and ERRs are, respectively,

KIIIðcÞ ¼ limx!c

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi2ðx� cÞ

psyzðx;0Þ ¼ �e�bc

ffiffifficp X1

n¼1

c44cn ð54Þ

KDðcÞ ¼e15

c44KIIIðcÞ ð55Þ

KBðcÞ ¼f15

c44KIIIðcÞ ð56Þ

GðcÞ ¼ K2IIIðcÞ

2c44ð57Þ

8. Numerical results and discussion

In this section, we carry out numerical calculations for a BaTiO3–CoFe2O4 strip bonded to an elastic graphite/epoxy com-posite material layers, as show in Fig. 1. Consider a BaTiO3–CoFe2O4 Composite, where the matrix is the CoFe2O4 and thereinforced phase is the BaTiO3. Material constants of each phase can be found in the work of Li and Dunn [25]. Obviously,

278 L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285

the effective properties of the composite depend on the volume fraction of its constituents. Many investigators, e.g., Huanget al. [4], Li [5], Li and Dunn [25], Wu and Huang [26], Aboudi [27], Chen et al. [28] and others, have investigated the effectiveproperties of magnetoelectroelastic composites based on different approaches. Recently, Sih and Song [29] presented someeffective properties of the BaTiO3-CoFe2O4 composite for different volume fraction of BaTiO3. In the following numerical cal-culation, the used effective elastic and piezoelectric/magnetic properties for a model magnetoelectricelastic composite areselected as [17]:

Fig. 2.magnet

Fig. 3.magnet

c440 ¼ 44:65� 109N=m2; e150 ¼ 5:7C=m2; e110 ¼ 6:46� 10�9C=Vm; f150 ¼ 275:0N=Am;

l110 ¼ �292:5� 10�6Ns2=C2; g110 ¼ 0:

Note that the volume fraction of the inclusions is taken as Vf = 0.5. The material property for the graphite/epoxy compos-ite material layer is ce

44 ¼ 3:8� 109N=m2. So that the gradient parameter bh should be bh = ln(3.8/44.65) = �2.4638.Numerical results are presented in Figs. 2–7, where the SIFs are normalized by K0 which is determined as K0 ¼ s0

ffiffifficp

andthe ERRs are normalized by G0 which is determined as G0 ¼

s20c

c440þe2150=e110

. The loading combination parameter kD ¼ D0e150s0e110

which

is used to represent the combination between the mechanical load �s0 and electrical load �D0, kB ¼ B0 f150s0l110

which is used torepresent the combination between the mechanical load �s0 and magnetic load �B0.

0.1 0.2 0.3 0.4 0.5 0.60.6

0.8

1.0

1.2

1.4

1.6

Nor

mal

ized

ER

Rs

Relative crack length c/h

Single FGMEE layer, i.e. he=0

FGMEE coating/substrate with h e=h

Solid line: Permeable crackDash line: Impermeable crack

Normalized energy release rate caused by mechanical load s0 relate to normalized crack length c/h for a single functionally gradedoelectroelastic layer and functionally graded magnetoelectroelastic coating–elastic substrate structure (bh = �2.4638).

0.1 0.2 0.3 0.4 0.5 0.60.70

0.75

0.80

0.85

0.90

0.95

1.00

1.05

Nor

mal

ized

SIF

s

Relative crack length c/h

he=0

he=h

he=5h

he=10h

Normalized stress intensity factors caused by mechanical load s0 relate to normalized crack length c/h for a single functionally gradedoelectroelastic layer and functionally graded magnetoelectroelastic coating–elastic substrate structure (bh = �2.4638).

L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285 279

Suppose the medium undergoes a uniform anti-plane shear stress load on crack surface and the electric displacement andthe magnetic induction are zero. Fig. 2 plots the variation of normalized energy release rate G(c)/G0 with crack length cal-culated for values of he = 0 and he = h under condition of case I. As expected, the ERRs increase with increasing crack length.Compare of the normalized ERRs between the magnetoelectrically impermeable and permeable case for surface crack prob-lem in the absence of magnetoelectrical loading (kB = kD = 0) is also given in Fig. 2. From this figure, it can be seen that thevalues of ERRs corresponding to magnetoelectrically impermeable cracks are smaller than corresponding to permeablecracks. There are no other distinct differences. Since both magnetic and electrical loading have no contribution to the EERsfor the magnetoelectrically permeable cracks, the following part of this section will mainly concentrate on the impermeablecase.

Fig. 3 shows the influences of the thickness of elastic substrate he/h on the normalized stress intensity factors under con-dition of case I. It can be seen that with the increasing of he/h, the normalized SIFs will decrease for the same crack length.However, with the increasing of crack length c/h, the normalized SIFs will decrease. The influences of the thickness ratio he/hon the normalized SIFs are negligible when he/h > 1 can also be found in this figure.

Fig. 4 shows the effects of the loading combination parameter kD on the normalized energy release rate G(c)/G0 whenkB = 0.5 and he = h under condition of case I. It can be seen that with the increasing of kD, the normalized ERRs will decreasefor the same crack length.

0.1 0.2 0.3 0.4 0.5 0.610

20

30

40

50

60

70

Nor

mal

ized

ER

Rs

Relative crack length c/h

λB=0.5, λD=0.0

λB=0.5, λD=1.0

λB=0.5, λD=2.0

Fig. 4. Normalized energy release rate caused by magnetoelectromechanical combinational load relate to normalized crack length c/h for functionallygraded magnetoelectroelastic coating–elastic substrate structure at different electrical loads (he = h).

0.1 0.2 0.3 0.4 0.5 0.60

30

60

90

120

150

Nor

mal

ized

ER

Rs

Relative crack length c/h

λB=0.25, λD=0.5

λB=0.50, λD=0.5

λB=0.75, λD=0.5

Fig. 5. Normalized energy release rate caused by magnetoelectromechanical combinational load relate to normalized crack length c/h for functionallygraded magnetoelectroelastic coating–elastic substrate structure at different magnetic loads (he = h).

280 L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285

Fig. 5 gives the effects of the loading combination parameter kB on the normalized energy release rate G(c)/G0 whenkD = 0.5 and he = h under condition of case I. The normalized ERRs will increase with the increasing of kB can be obtained fromthis figure.

Fig. 6 shows the effects of the directions both the magnetic and electrical loads on the normalized energy release rateG(c)/G0 under condition of case I. From the figure it can be seen that the energy release rate under positive magnetic or elec-tric loads is greater than negative loads.

From Figs. 4–6, it can be seen that for the magnetoelectrically impermeable cracks, the loading combination parametershave significant and different influences on the normalized ERRs. According to maximum energy release rate criterion, mag-netic loads always enhance the crack propagation, and the cracks are easier to propagate under positive magnetic loads thanunder negative magnetic loads. However, electric displacement loads always impede the crack propagation, and the negativeelectrical loads effectively inhibit crack propagation compared with positive electrical loads.

To demonstrate the variation of the normalized SIFs with gradient parameter bh for different crack length c/h, we consid-ered he = h and the range of bh is selected between �3 and 3. The corresponding results are displayed in Fig. 7. For the samecrack length, it is observed that normalized SIFs increase with the increasing of gradient parameter bh.

0.1 0.2 0.3 0.4 0.5 0.6

30

40

50

60

70

Nor

mal

ized

ER

Rs

Relative crack length c/h

λB=0.5, λD=0.5

λB=-0.5, λD=0.5

λB=-0.5, λD=-0.5

Fig. 6. Influences of the directions of magnetic and electric loads on the energy release rate for an edge cracked functionally graded magnetoelectroelasticcoating–elastic substrate structure (he = h).

-3 -2 -1 0 1 2 30

1

2

3

4

5

6

7

Nor

mal

ized

SIF

s

Gradient parameter h

c/h=0.1c/h=0.2c/h=0.5c/h=0.8

β

Fig. 7. Influences of crack length c/h on SIFs for an edge cracked functionally graded magnetoelectroelastic coating/elastic substrate structure with he = h.

L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285 281

9. Conclusions

A surface crack in a functionally graded magnetoelectroelastic strip bonded to an elastic layer is considered. Bothimpermeable and permeable crack assumption are considered for the electrically/magnetically insulated and electri-cally/magnetically grounded elastic layer. For the magnetoelectrically impermeable cracks, the SIFs, the EDIFs and MIIFsare, respectively, related to applied mechanical loads, electrical loads and magnetic loads only. The ERRs depend on bothapplied loads including mechanical, electrical and magnetic loads and material parameters. For the magnetoelectricallypermeable cracks, both magnetic and electrical loads have no contribution to ERRs and field intensity factors. In general,the value of the normalized ERRs for magnetoelectrically permeable cracks are generally higher than that impermeablecase under only mechanical loading. For the magnetoelectrically impermeable cracks, the loading combination parametershave significant and different influences on the normalized ERRs. According to maximum energy release rate criterion,magnetic loads always enhance the crack propagation. However, electric displacement loads always impede the crackpropagation.

Acknowledgements

The present work is supported by National Science Foundation of China under Grant No. 10502017 and under Grant No.10432030. The authors are grateful for the reviewers for their valuable comments in improving the paper.

Appendix A

Case I:

A2ðsÞ ¼1

Q 1ðsÞ

Z c

0T1ðs; tÞgwðs; tÞdt ðA1Þ

A3ðsÞ ¼1

Q 1ðsÞ

Z c

0T2ðs; tÞgwðs; tÞdt ðA2Þ

B2ðsÞ ¼1

Q 2ðsÞ

Z c

0T3ðs; tÞgeeg

w/wðs; tÞdt ðA3Þ

B3ðsÞ ¼1

Q 3ðsÞ

Z c

0T4ðs; tÞgeeg

w/wðs; tÞdt ðA4Þ

C2ðsÞ ¼1

Q 2ðsÞ

Z c

0T3ðs; tÞgfgl

w/wðs; tÞdt ðA5Þ

C3ðsÞ ¼1

Q 3ðsÞ

Z c

0T4ðs; tÞgfgl

w/wðs; tÞdt ðA6Þ

D1ðsÞ ¼1

PðsÞ

Z c

0Qðs; tÞgwðs; tÞdt ðA7Þ

D2ðsÞ ¼e2sðhþheÞ

PðsÞ

Z c

0Qðs; tÞgwðs; tÞdt ðA8Þ

where

nðsÞ ¼ sce

44

m10ebh

esh � eshþ2she

esh þ eshþ2sheðA9Þ

Q 1ðsÞ ¼ m3ðsÞ½m2ðsÞ � nðsÞ�em2ðsÞh �m2ðsÞ½m3ðsÞ � nðsÞ�em3ðsÞh ðA10Þ

Q 2ðsÞ ¼ em2ðsÞh � em3ðsÞh� �

m2ðsÞ ðA11Þ

Q 3ðsÞ ¼ em2ðsÞh � em3ðsÞh� �

m3ðsÞ ðA12Þ

T1ðs; tÞ ¼ m3ðsÞ½F2ðs; tÞ � nðsÞF3ðs; tÞ� � ½m3ðsÞ � nðsÞ�em3ðsÞhF1ðs; tÞ ðA13Þ

T2ðs; tÞ ¼ ½m2ðsÞ � nðsÞ�em2ðsÞhF1ðs; tÞ �m2ðsÞ½F2ðs; tÞ � nðsÞF3ðs; tÞ� ðA14Þ

T3ðs; tÞ ¼ F2ðs; tÞ � em3ðsÞhF1ðs; tÞ ðA15Þ

T4ðs; tÞ ¼ em2ðsÞhF1ðs; tÞ � F2ðs; tÞ ðA16Þ

PðsÞ ¼ ðesh þ e2she ÞQ1ðsÞ ðA17Þ

Qðs; tÞ ¼ em2ðsÞhT1 þ em3ðsÞhT2 ðA18Þ

282 L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285

Case II:

A2ðsÞ ¼k1l4 � k2l2

l1l4 � l2l3ðA19Þ

A3ðsÞ ¼1

m3

Z c

0g1F1dt �m2

m3

k1l4 � k2l2

l1l4 � l2l3ðA20Þ

B2ðsÞ ¼k2l1 � k1l3

l1l4 � l2l3ðA21Þ

B3ðsÞ ¼1

m3

Z c

0geeg

w/wF1dt �m2

m3

k2l1 � k1l3l1l4 � l2l3

ðA22Þ

C2ðsÞ ¼ðl1l4 � l2l3Þc3 � ðk1l4 � k2l2Þq1 � ðk2l1 � k1l3Þq2

ðl1l4 � l2l3Þq3ðA23Þ

C3ðsÞ ¼1

m3

Z c

0gfgl

w/wF1dt �m2

m3

ðl1l4 � l2l3Þc3 � ðk1l4 � k2l2Þq1 � ðk2l1 � k1l3Þq2

ðl1l4 � l2l3Þq3ðA24Þ

D1ðsÞ ¼A2em2h þ A3em3h �

R ba g1F3dt

eshð1þ e2she Þ ðA25Þ

D2ðsÞ ¼ D1ðsÞe2sðhþheÞ ðA26Þ

where

nðsÞ ¼ sce44

1� e2she

1þ e2sheðA27Þ

pðs; tÞ ¼ F2ðs; tÞ � em3ðsÞhF1ðs; tÞm2ðsÞ½em2ðsÞh � em3ðsÞh� ðA28Þ

q1ðsÞ ¼ ½m10m2ðsÞ � nðsÞ�em2ðsÞh �m2ðsÞ½m10m3ðsÞ � nðsÞ�em3ðsÞh

m3ðsÞðA29Þ

q2ðsÞ ¼ m20m2ðsÞ½em2ðsÞh � em3ðsÞh� ðA30Þ

q3ðsÞ ¼ m30m2ðsÞ½em2ðsÞh � em3ðsÞh� ðA31Þ

q4ðs; tÞ ¼ c440F2ðs; tÞ � nðsÞF3ðs; tÞ �c440m3ðsÞ � nðsÞem3ðsÞh

m3ðsÞF1ðs; tÞ ðA32Þ

q5ðs; tÞ ¼ e150½F2ðs; tÞ � F1ðs; tÞ� ðA33Þ

q6ðs; tÞ ¼ f150½F2ðs; tÞ � F1ðs; tÞ� ðA34Þ

c1ðsÞ ¼Z c

0pðs; tÞg/ðtÞdt ðA35Þ

c2ðsÞ ¼Z c

0pðs; tÞgwðtÞdt ðA36Þ

c3ðsÞ ¼Z c

0½q4ðs; tÞgwðtÞ þ q5ðs; tÞg/ðtÞ þ q6ðs; tÞgwðtÞ�dt ðA37Þ

k1ðsÞ ¼ c1ðsÞ � f1c3ðsÞq3ðsÞ

ðA38Þ

k2ðsÞ ¼ c2ðsÞ � f2c3ðsÞq3ðsÞ

ðA39Þ

l1ðsÞ ¼ d1 �q1ðsÞq3ðsÞ

f1 ðA40Þ

l2ðsÞ ¼ e1 �q2ðsÞq3ðsÞ

f1 ðA41Þ

l3ðsÞ ¼ d2 �q1ðsÞq3ðsÞ

f2 ðA42Þ

l4ðsÞ ¼ e2 �q2ðsÞq3ðsÞ

f2 ðA43Þ

L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285 283

Appendix B 2 3

½H0� ¼

c44 e15 f15

e15 �e11 �g11

f15 �g11 �l11

664 775 ðB1Þ

G0ð1;1Þ ¼ ðm10d2w þm20c2w þm30k2wÞem2ðsÞx þ ðm10d3w þm20c3w þm30k3wÞem3ðsÞx ðB2aÞG0ð1;2Þ ¼ ðm10d2/ þm20c2/ þm30k2/Þem2ðsÞx þ ðm10d3/ þm20c3/ þm30k3/Þem3ðsÞx ðB2bÞG0ð1;3Þ ¼ ðm10d2w þm20c2w þm30k2wÞem2ðsÞx þ ðm10d3w þm20c3w þm30k3wÞem3ðsÞx ðB2cÞG0ð2;1Þ ¼ c2wem2ðsÞx þ c3wem3ðsÞx ðB2dÞG0ð2;2Þ ¼ c2/em2ðsÞx þ c3/em3ðsÞx ðB2eÞG0ð2;3Þ ¼ c2wem2ðsÞx þ c3wem3ðsÞx ðB2fÞG0ð3;1Þ ¼ k2wem2ðsÞx þ k3wem3ðsÞx ðB2gÞG0ð3;2Þ ¼ k2/em2ðsÞx þ k3/em3ðsÞx ðB2hÞG0ð3;3Þ ¼ k2wem2ðsÞx þ k3wem3ðsÞx ðB2iÞ

Case I:

d2wðs; tÞ ¼ sT1ðs; tÞQ 1ðsÞ

ðB3Þ

c2wðs; tÞ ¼ e150sT3ðs; tÞQ 2ðsÞ

ðB4Þ

k2wðs; tÞ ¼ f150sT3ðs; tÞQ2ðsÞ

ðB5Þ

d2/ðs; tÞ ¼ 0 ðB6Þ

c2/ðs; tÞ ¼ �e110sT3ðs; tÞQ 2ðsÞ

ðB7Þ

k2/ðs; tÞ ¼ �g110sT3ðs; tÞQ2ðsÞ

ðB8Þ

d2wðs; tÞ ¼ 0 ðB9Þ

c2wðs; tÞ ¼ �g110sT3ðs; tÞQ 2ðsÞ

ðB10Þ

k2wðs; tÞ ¼ �l110sT3ðs; tÞQ 2ðsÞ

ðB11Þ

d3wðs; tÞ ¼ sT2ðs; tÞQ 1ðsÞ

ðB12Þ

c3wðs; tÞ ¼ e150sT4ðs; tÞQ 3ðsÞ

ðB13Þ

k3wðs; tÞ ¼ f150sT4ðs; tÞQ3ðsÞ

ðB14Þ

d3/ðs; tÞ ¼ 0 ðB15Þ

c3/ðs; tÞ ¼ �e110sT4ðs; tÞQ 3ðsÞ

ðB16Þ

k3/ðs; tÞ ¼ �g110sT4ðs; tÞQ3ðsÞ

ðB17Þ

d3wðs; tÞ ¼ 0 ðB18Þ

c3wðs; tÞ ¼ �g110sT4ðs; tÞQ 3ðsÞ

ðB19Þ

k3wðs; tÞ ¼ �l110sT4ðs; tÞQ 3ðsÞ

ðB20Þ

284 L. Ma et al. / Engineering Fracture Mechanics 76 (2009) 269–285

Case II:

d2wðs; tÞ ¼½f2l2ðsÞ � f1l4ðsÞ�q4ðs; tÞ½l1ðsÞl4ðsÞ � l2ðsÞl3ðsÞ�q3ðsÞ

ðB21Þ

d2/ðs; tÞ ¼½f2l2ðsÞ � f1l4ðsÞ�q5ðs; tÞ½l1ðsÞl4ðsÞ � l2ðsÞl3ðsÞ�q3ðsÞ

þ l4ðsÞpðsÞ ðB22Þ

d2wðs; tÞ ¼½f2l2ðsÞ � f1l4ðsÞ�q6ðs; tÞ½l1ðsÞl4ðsÞ � l2ðsÞl3ðsÞ�q3ðsÞ

� l2ðsÞpðsÞ ðB23Þ

c2wðs; tÞ ¼½f1l3ðsÞ � f2l1ðsÞ�q4ðs; tÞ½l1ðsÞl4ðsÞ � l2ðsÞl3ðsÞ�q3ðsÞ

ðB24Þ

c2/ðs; tÞ ¼½f1l3ðsÞ � f2l1ðsÞ�q5ðs; tÞ½l1ðsÞl4ðsÞ � l2ðsÞl3ðsÞ�q3ðsÞ

� l3ðsÞpðsÞ ðB25Þ

c2wðs; tÞ ¼½f1l3ðsÞ � f2l1ðsÞ�q6ðs; tÞ½l1ðsÞl4ðsÞ � l2ðsÞl3ðsÞ�q3ðsÞ

þ l1ðsÞpðsÞ ðB26Þ

k2wðs; tÞ ¼q4

q3� f½q2l3 � q1l4�f1 þ ½q1l2 � q2l1�f2gq4

½l1l4 � l2l3�q23

ðB27Þ

k2/ðs; tÞ ¼q5

q3� f½q2l3 � q1l4�f1 þ ½q1l2 � q2l1�f2gq5

½l1l4 � l2l3�q23

þ ½q2l3 � q1l4�p½l1l4 � l2l3�q3

ðB28Þ

k2wðs; tÞ ¼q6ðs; tÞq3ðsÞ

� f½q2ðsÞl3ðsÞ � q1ðsÞl4ðsÞ�f1 þ ½q1ðsÞl2ðsÞ � q2ðsÞl1ðsÞ�f2gq6ðs; tÞ½l1ðsÞl4ðsÞ � l2ðsÞl3ðsÞ�q2

3ðsÞ

þ ½q1ðsÞl2ðsÞ � q2ðsÞl1ðsÞ�p½l1ðsÞl4ðsÞ � l2ðsÞl3ðsÞ�q3ðsÞ

ðB29Þ

d3wðs; tÞ ¼F1ðs; tÞm3ðsÞ

�m2ðsÞm3ðsÞ

d2wðs; tÞ ðB30Þ

d3/ðs; tÞ ¼ �m2ðsÞm3ðsÞ

d2/ðs; tÞ ðB31Þ

d3wðs; tÞ ¼ �m2ðsÞm3ðsÞ

d2wðs; tÞ ðB32Þ

c3wðs; tÞ ¼ e150F1ðs; tÞm3ðsÞ

�m2ðsÞm3ðsÞ

c2wðs; tÞ ðB33Þ

c3/ðs; tÞ ¼ �e110F1ðs; tÞm3ðsÞ

�m2ðsÞm3ðsÞ

c2/ðs; tÞ ðB34Þ

c3wðs; tÞ ¼ �g110F1ðs; tÞm3ðsÞ

�m2ðsÞm3ðsÞ

c2wðs; tÞ ðB35Þ

k3wðs; tÞ ¼ f150F1ðs; tÞm3ðsÞ

�m2ðsÞm3ðsÞ

k2wðs; tÞ ðB36Þ

c3/ðs; tÞ ¼ �g110F1ðs; tÞm3ðsÞ

�m2ðsÞm3ðsÞ

k2/ðs; tÞ ðB37Þ

k3wðs; tÞ ¼ �l110F1ðs; tÞm3ðsÞ

�m2ðsÞm3ðsÞ

k2wðs; tÞ ðB38Þ

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