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Exact Solutions for Unsteady Magnetohydrodynamic Oscillatory Flow of a Maxwell Fluid in a Porous Medium

Ilyas Khan, Farhad Ali, Samiulhaq, and Sharidan Shafie

Department of Mathematical Sciences, Faculty of Science, University of Technology Malaysia, 81310 UTM Skudai, Malaysia

Reprint requests to I. K.; E-mail:ilyaskhanqau@yahoo.com

Z. Naturforsch.68a,635 – 645 (2013) / DOI: 10.5560/ZNA.2013-0040

Received December 3, 2012 / revised May 27, 2013 / published online July 17, 2013

In this paper, exact solutions of velocity and stresses are obtained for the magnetohydrodynamic (MHD) flow of a Maxwell fluid in a porous half space by the Laplace transform method. The flows are caused by the cosine and sine oscillations of a plate. The derived steady and transient solutions satisfy the involved differential equations and the given conditions. Graphs for steady-state and transient velocities are plotted and discussed. It is found that for a large value of the timet, the transient solutions disappear, and the motion is described by the corresponding steady-state solutions.

Key words:Exact Solutions; MHD Flow; Maxwell Fluid; Porous Medium.

1. Introduction

The problems resulting from the flows of incom- pressible non-Newtonian fluids have been of great and increasing interest for the last five decades. Such fluids differ from the Newtonian fluids in that the relation- ship between the shear stress and the velocity gradient is more complicated. Examples of the non-Newtonian fluids are coal water, jellies, toothpaste, ketchup, food products, inks, glues, soaps, blood, and polymer solu- tions. It is well accepted now that the flow behaviour of the non-Newtonian fluids cannot be described by the Navier–Stokes equations. The constitutive equa- tions of these fluids lead to flow problems in which the order of the differential equations exceeds the num- ber of available conditions. The solutions of resulting problems for these fluids are in general more difficult to obtain and more complex than the Navier–Stokes equations. This is not only true for exact analytic so- lutions but even for numerical solutions. With all these difficulties, several recent researchers [1–14] are still involved in the study of steady and unsteady flows of the non-Newtonian fluids.

Further, the flows of non-Newtonian fluids filling a porous medium are of considerable practical and theoretical interest. The applications are in numer- ous areas such as ground water flow, irrigation prob- lems, thermal and insulating engineering, ventilation of rooms, grain storage devices, chemical catalytic re-

actors, and many others. Having such motivation in mind, some contributions [15–18] discuss the flows in a porous medium.

In recent years, the rate type fluid models have re- ceived special attention. The first viscoelastic rate type model, which is still used widely, is due to Maxwell.

Maxwell himself recognized that some liquids have a trend for storing energy and a means for dissipating energy, the storing of energy characterizing the fluid’s elastic response and the dissipation of energy char- acterizing its viscous nature. The Maxwell model is the simplest subclass of rate type fluids which takes into consideration the stress relaxation effect. Hav- ing this motivation in mind, Fetecau et al. [19] stud- ied the Stokes second problem in a Maxwell fluid.

Vieru and Rauf [20] obtained the exact solutions of Stokes flows for a Maxwell fluid whereas Vieru and Zafar [21] recently investigated some Couette flows of a Maxwell fluid. In both of these papers the slip boundary condition is used and the solutions are ob- tained using the Laplace transform technique [22, 23].

The aim of the current study is to extend the flow analysis of [19] in two directions, i. e. for magnetohy- drodynamic (MHD) effects and porous medium. With this motivation, the paper is organized as follows: the next section follows the problem formulation; Sections three to five present the solutions, graphical results, and conclusions.

© 2013 Verlag der Zeitschrift f¨ur Naturforschung, T¨ubingen·http://znaturforsch.com

(2)

636 I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium 2. Definition of the Problem

Let us consider the unsteady unidirectional flow of a MHD incompressible Maxwell fluid filling the semi- infinite porous space bounded by an infinite plate.

A uniform magnetic field of strength B0 is extended normal to the flow direction. At timet=0+, both the fluid and plate are at rest. After time t≥0 the plate starts its oscillations in its own plane and induces the motion in the fluid. The governing equations are [10]

1+λ ∂

t

u(y,t)

t =ν∂2u(y,t)

y2 −σB20 ρ

1+λ ∂

t

·u(y,t)−ν ϕ

k u(y,t); y,t>0, (1)

1+λ ∂

t

T(y,t) =µ∂u(y,t)

y ; y,t>0, (2) whereρis the fluid density,µthe dynamic viscosity,σ the electrical conductivity,λthe relaxation time, andT the tangential stress;k(>0)andϕ(0<ϕ<1)are re- spectively the permeability and porosity of the porous space. The subjected initial and boundary conditions are written in the following form:

u(y,0)

t =u(y,0) =0 ; y≥0, (3) u(0,t) =U0cos(ω0t)

or u(0,t) =U0sin(ω0t); t>0, (4) u(y,t)→0, T(y,t)→0 ; y→∞; t>0, (5) whereU0signifies the amplitude andω0the frequency of oscillation of the plate.

3. Solution of the Problem

Inserting the following dimensionless variables τ=U02t

ν , ξ =U0y

v , U= u

U0, S= T ρU02, λ1=λU02

ν , ω=ω0ν U02 ,

(6)

into (1) and (2), we get

1+λ1

∂ τ

∂U(ξ,τ)

∂ τ =∂2U(ξ,τ)

∂ ξ2

M

1+λ1

∂ τ

U(ξ,τ)−1

KU(ξ,τ); ξ,τ>0, (7)

1+λ1

∂ τ

S(ξ,τ) =∂U

∂ ξ(ξ,τ); ξ,τ>0, (8)

where

MB20ν ρU02 , 1

K2ϕ kU02.

The dimensionless initial and boundary conditions are

∂U(ξ,0)

∂ τ =U(ξ,0) =0 ; ξ>0, (9) U(0,τ) =cos(ω τ)orU(0,τ) =sin(ω τ);τ>0, U(ξ,τ),S(ξ,τ)→0 ; ξ→∞; τ>0. (10) By taking the Laplace transform of (7), (8), and (10), using (9), one obtains

d2U¯ dξ2

λ1q2+ (Mλ1+1)q+M+1 K

U¯ =0, (11) (1+λ1q)S(ξ¯ ,q) = d ¯U

dξ , (12)

U(0,q) =¯ q

q22 or ¯U(0,q) = ω q22,

U(ξ¯ ,q),S(ξ¯ ,q)→0 as ξ→∞, (13) where ¯U(ξ,q)and ¯S(ξ,q)denote the Laplace trans- forms ofU(ξ,τ)andS(ξ,τ), respectively.

The solutions of (11) subjected to the boundary con- ditions (13) take the form

U¯c(ξ,q) = q

q22 (14)

·exp −ξ r

λ1q2+(Mλ1+1)q+M+1 K

! ,

U¯s(ξ,q) = ω

q22 (15)

·exp −ξ r

λ1q2+(Mλ1+1)q+M+1 K

! , where the subscripts c and s refer to cosine and sine oscillations of the plate.

In order to find the dimensionless velocity, we write (14) and (15) in the following forms:

U¯c(ξ,q) =U¯1(q)U¯3(ξ,q), (16) U¯s(ξ,q) =U¯2(q)U¯3(ξ,q), (17) with

U¯1(q) = q

q22, U¯2(q) = ω

q22, (18) U¯3(ξ,q) =exp

−ξ p

λ1

q

(q+b0)2a2

, (19)

(3)

I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium 637 where

b0=Mλ1+1

1 , a2=b20− 1 λ1

M+ 1

K

. WritingU1(τ) =L−1{U¯1(q)},U2(τ) =L−1{U¯2(q)}, andU3(ξ,τ) =L−1{U¯3(ξ,q)}, and using the convolu- tion theorem [20], one obtains

Uc(ξ,τ) = (U1·U3)(τ)

= Z τ

0

U1(τ−s)U3(ξ,s)ds, (20) Us(ξ,τ) = (U2·U3)(τ)

= Z τ

0

U2(τ−s)U3(ξ,s)ds, (21) whereL−1is denoting the inverse Laplace transform.

Laplace inversion of (18) leads to the following ex- pressions:

U1(τ) =cos(ω τ), U2(τ) =sin(ω τ). (22) In order to find the Laplace inverse of ¯U3(ξ,q), we use a similar procedure as in [19] and write

U3(ξ,τ) =e−b0ξ

λ1

δ

τ−ξp λ1

+





0 for 0<τ<ξ

√ λ1,

λ1e−b0τ

τ2−ξ2λ1

I1 ap

τ2−ξ2λ1

for τ>ξ

√ λ1,

(23)

whereδ(·)is the Dirac delta function, andI1(·)is the modified Bessel function of the first kind of order one.

Now using equations (22) and (23) into equations (20) and (21) and using the filtration property of the Dirac delta function [23], we get

Uc(ξ,τ) =

















0 for 0<τ<ξ

√ λ1, e−b0ξ

λ1cos ω

τ−ξ

√ λ1

+aξ√

λ1Rτ

ξ

λ1

e−b0s

s2−ξ2λ1

·cos ω τ−s I1

ap

s2−ξ2λ1

ds for τ>ξ

√ λ1,

(24)

Us(ξ,τ) =

















0 for 0<τ<ξ

√ λ1, e−b0ξ

λ1sin ω

τ−ξ

√ λ1

+aξ√

λ1Rτ

ξ

λ1

e−b0s

s2−ξ2λ1

·sin ω τ−s I1

ap

s2−ξ2λ1

ds for τ>ξ

√ λ1.

(25)

The starting solutions Uc(ξ,τ) and Us(ξ,τ) given by (24) and (25) are rather complicated. Hence, we de- rive approximate expressions for these velocities cor- responding to small and large values of time. This time is important, especially for those who need to elim- inate transients from their rheological measurements.

In order to determine this time, we need first to write the starting solutions as the sum of the steady state and transient solutions. Therefore, we decompose the inte- grals from (24) and (25) under the form [19]

Z τ ξ

λ1

f(ξ,τ,s)ds= Z

ξ

λ1

f(ξ,τ,s)ds

− Z

τ

f(ξ,τ,s)ds

(26)

and obtain

Uc(ξ,τ) =Ucs(ξ,τ) +U(ξ,τ),

Us(ξ,τ) =Uss(ξ,τ) +U(ξ,τ), (27)

where the steady state solutions are written as Ucs(ξ,τ) =e−mξcos(ω τ−nξ),

Uss(ξ,τ) =e−mξsin(ω τ−nξ), (28) and the transient solutions are written as

Uct(ξ,τ) =





0 for 0<τ<ξ

√ λ1,

−aξ√ λ1R

τ

e−b0scos(ω(τ−s)) s2−ξ2λ1

I1

· ap

s2−ξ2λ1

ds for τ>ξ

√ λ1,

(29)

Ust(ξ,τ) =





0 for 0<τ<ξ

√ λ1,

−aξ√ λ1R

τ

e−b0ssin(ω(τ−s)) s2−ξ2λ1

I1

· ap

s2−ξ2

ds for τ>ξ

√ λ1,

(30)

with

m21

2 r

b20−ω2−a22

+4b20ω2

+

b20−ω2a2

! ,

(31)

n21 2

r

b20−ω2a22

+4b20ω2

b20−ω2−a2

! .

(32)

(4)

638 I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium It should be pointed out through (27), (29), and (30)

that for large timeτthe starting solutionsUc(ξ,τ)and Us(ξ,τ)tend to the steady-state solutionsUcs(ξ,τ)and Uss(ξ,τ)which are periodic in time and independent of the initial conditions. However, these solutions satisfy the governing equations and boundary conditions.

Following a similar method for solutions as in the velocity case, the corresponding shear stressesSc(ξ,τ) and Ss(ξ,τ) can also be presented as convolution products

Sc(ξ,τ) = (S1·S3)(τ)

= Z τ

0

S1(τ−s)S3(ξ,s)ds, (33) Ss(ξ,τ) = (S2·S3)(τ)

= Z τ

0

S2(τ−s)S3(ξ,s)ds, (34) where

S1(τ) =L−1S¯1(q) , S2(τ) =L−1S¯2(q) , S3(ξ,τ) =L−1S¯3(ξ,q) .

Now using (14) and (15) into (12), we obtain

S¯c(ξ,q) =S¯1(q)S¯3(ξ,q), (35) S¯s(ξ,q) =S¯2(q)S¯3(ξ,q), (36) where

S¯1(q) = 1

√ λ1

"

λ1q2+(Mλ1+1)q+M+K1 q (1+λ1q)(q22)

#

, (37)

S¯2(q) = 1

√ λ1

"

λ1q2+(Mλ1+1)q+M+K1 ω (1+λ1q)(q22)

#

, (38)

S¯3(ξ,q) = exp

−ξ

√ λ1

p(q+b0)2a2

p(q+b0)2−a2 . (39) The Laplace inverses of (37) and (38) yield to

S1(τ) =δ(τ)

√ λ1

a1e

τ

λ1 +a2cos(ω τ)

a3sin(ω τ),

(40) S2(τ) =a4e

τ

λ1+a3cos(ω τ)+a2sin(ω τ),(41) where

a1= 1

K

λ1 1+ω2λ12, a2=1+KM 1+ω2λ12 K

λ1 1+ω2λ12 ,

a3K 1+ω2λ12

−λ1 K

λ1 1+ω2λ12 , a4=a1ωp λ1.

The Laplace inverse of (39) using formulae (A2) and (A7) from Appendix A in [19], is given as

S3(ξ,τ) =





0 for 0<τ<ξ

√ λ1, e−b0τI0

ap

τ2−ξ2λ1

for τ>ξ

√ λ1,

(42)

whereI0(·)denotes the modified Bessel function of or- der zero and type one. Substituting (40) – (42) into (33) and (34), we obtain the following expressions for the shear stress:

Sc(ξ,τ) =−









































0 for 0<τ<ξ

√ λ1,

1

λ1e−b0τI0 ap

τ2−ξ2λ1

−a1e

τ λ1

·Rτ

ξ

λ1I0 ap

s2−ξ2λ1

·exp

1 λ1b0

s ds +a2Rτ

ξ

λ1e−b0s

·cos(ω(τ−s))I0 ap

s2−ξ2λ1

ds

−a3Rτ

ξ

λ1e−b0ssin(ω(τ−s))I0

ap

s2−ξ2λ1

ds for τ>ξ

√ λ1.

(43)

Ss(ξ,τ) =−

































0 for 0<τ<ξ

√ λ1, a4e

τ λ1Rτ

ξ

λ1exp

1 λ1 −b0

s I0

· ap

s2−ξ2λ1

ds+a3

·Rτ

ξ

λ1exp(−b0s)cos(ω(τ−s))I0

· ap

s2−ξ2λ1 ds+a2

·Rτ

ξ

λ1exp

τ−s λ1 +b0s

I0

· ap

s2−ξ2λ1

ds for τ>ξ

√ λ1.

(44)

The corresponding steady-state and transient solutions are (seeAppendixfor details)

Sc(ξ,τ) =Scs(ξ,τ) +Sct(ξ,τ), (45)

Ss(ξ,τ) =Sss(ξ,τ) +Sst(ξ,τ), (46)

where

(5)

I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium 639

Scs(ξ,τ) =

√ λ1e−mξ m2+n2

a2 mcos(ω τ +nsin(ω τ−nξ)

+a3 msin(ω τ−nξ)−ncos ω τ−nξ)

, (47)

Sss(ξ,τ) =− e−mξ m2+n2

a2 msin(ω τ−)

−ncos(ω τ−nξ)

+a3 mcos(ω τ−nξ) +nsin(ω τ−) (48)

are the shear stresses corresponding to the steady state, whereas

Sct(ξ,τ) =





















































0 for 0<τ<ξ

√ λ1,

−√1

λ1e−b0τI0 ap

τ2−ξ2λ1

+

a1λ1e

τ

λ1exp ξ

λ1

r

λ1b0−12

−a2λ1

!

r

λ1b0−12

−a2λ1

−a1eλτ1Rτexp

1 λ1b0

s

I0

· ap

s2−ξ2λ1

ds+a2Rτe−b0s

·cos(ω(τ−s))I0 ap

s2−ξ2λ1

ds

−a3Rτe−b0ssin(ω(τ−s))I0

· ap

s2−ξ2λ1

ds for τ>ξ

√ λ1,

(49)

Fig. 1 (colour online). Steady-state velocity given by (28) for different values ofMwhenλ1=0.2 andK=1.

Sst(ξ,τ) =









































0 for 0<τ<ξ

√ λ1,

a4λ1exp

τ λ1+ξ

λ1

1b0−1)2−a2λ1

1b0−1)2−a2λ1

+a4e

τ λ1 R

τ exp

1 λ1+b0

s I0

· ap

s2−ξ2λ1

ds+a3Rτe−b0s

·cos(ω(τ−s))I0 ap

s2−ξ2λ1

ds +a2Rτe−b0ssin(ω(τ−s))I0

· ap

s2−ξ2λ1

ds;

for τ>ξ

√ λ1

(50)

are the adequate transient parts. Furthermore, the present solutions are more general and all solutions in [19] appear as the limiting cases. Hence, this pro- vides a useful mathematical check to our calculi.

4. Graphical Results and Discussion

This section is devoted to various results obtained from the flow analyzed in this paper. The graphical in- terpretations for different values of the involved pa- rameters on the velocity profiles are given. Special attention has been focused on the variations of the magnetic parameterM, the permeability parameterK, the non-Newtonian fluid parameter λ1, and the non- dimensional timeτon the profiles of steady-state and transient velocities for both the cosine and sine os- cillations of the plate. Therefore, Figures 1–10 are displayed. In these, Figures 1–4 are plotted for the steady-state velocitiesUcs for the cosine oscillations andUssfor the sine oscillations of the plate. Similarly,

(6)

640 I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium

Fig. 2 (colour online). Steady-state velocity given by (28) for different values ofKwhenλ1=0.2 andM=1.

Fig. 3 (colour online). Steady-state velocity given by (28) for different values ofτwhenλ1=0.2 andK=1.

Fig. 4 (colour online). Steady-state velocity given by (28) for different values ofωwhenλ1=0.2 andK=1.

(7)

I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium 641

Fig. 5 (colour online). Transient velocity given by (29) for different values ofMwhenλ1=0.2 andK=0.7.

Fig. 6 (colour online). Transient velocity given by (29) for different values ofKwhenλ1=0.2 andM=0.7.

Fig. 7 (colour online). Transient velocity given by (29) for different values ofλ1whenK=0.2 andM=0.7.

(8)

642 I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium

Fig. 8 (colour online). Transient velocity given by (30) for different values ofMwhenλ1=0.2 andK=0.7.

Fig. 9 (colour online). Transient velocity given by (30) for different values ofKwhenλ1=0.2 andM=0.7.

Fig. 10 (colour online). Transient velocity given by (30) for different values ofλ1whenM=0.2 andK=0.7.

(9)

I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium 643 in Figures 5–7and8–10the transient velocitiesUct

andUst corresponding to cosine and sine oscillations of the plate are plotted.

The influence of the parameter M on the steady- state velocity is shown in Figure1. It is observed that the amplitude of the velocity as well as the bound- ary layer thickness decreases whenMis increased for both type of oscillations. Physically, it may also be ex- pected due to the fact that the application of a trans- verse magnetic field results in a resistive type force (called Lorentz force) similar to the drag force, and upon increasing the values of M, the drag force in- creases which leads to the deceleration of the flow.

In Figure2, the profiles of steady-state velocity ver- sus ξ have been plotted for various values of perme- ability parameterKby keeping other parameters fixed.

It is observed that for large values ofK, velocity and boundary layer thickness are increased for both cosine and sine oscillations. This explains the physical situa- tion that as K increases, the resistance of the porous medium is lowered which increases the momentum development of the flow regime, ultimately enhances the velocity field. It is further observed that in case of sine oscillations, the velocity goes to zero before than that for cosine oscillations. Figure3 shows the variations in steady-state velocities for different val- ues of non-dimensional time τ. It is found that for both types of oscillations, velocities admit an oscil- lating nature. The steady-state velocities for different values of oscillating frequencyωin Figure4show that with increasing values ofω the oscillations in veloci- ties increase.

Furthermore, the profiles of transient velocity for the cosine oscillations of the plate alongξ andτ for different values of magnetic parameter M are show in Figure5. As it is clear from (29) that for positive values of τ such that τ <ξ

λ1, the fluid is static, whereas it is dynamic for τ>ξ

λ1. A similar be- haviour of the transient velocity is observed in Fig- ure5. Moreover, with increasingM, we found that the velocity decreases due to an increasing resistive force.

For large time, the transient velocity disappears and the motion is described by the corresponding steady- state solutions. This time is important for those who need to eliminate transient velocity from their rheo- logical measurements. The transient velocity alongξ andτ corresponding to the cosine oscillations of the plate for different values of permeability parameterK are shown in Figure6. It is observed that due to less re-

sistance with increasing permeability, the fluid velocity increases.

The influence of the fluid parameterλ1on the tran- sient velocity alongξ andτis studied in Figure7. It is found that the velocity decreases with increasing val- ues ofλ1. However, after a certain value ofξ'2.8, the velocity becomes zero. Physically, it is true due to the fact that the non-Newtonian fluid parameter has reduc- ing effects on the flow and hence the velocity of the fluid decreases with increasing values ofλ1. Finally, the graphs of transient velocity for the sine oscillations are displayed in Figures8–10. It is investigated from these graphs that the overall behaviour of the velocity is identical to that studied for the cosine oscillations of the plate. However, it is interesting to note that the time required to reach the steady-state for sine oscilla- tions of the plate is smaller than that required for the cosine oscillations of the plate. Of course, the required time to reach the steady-state also depends on the ma- terial constantλ1together with physical parametersM andK.

5. Conclusions

Exact solutions for the unsteady MHD flow of a Maxwell fluid saturating the porous space are suc- cessfully obtained. The motion in the fluid was induced due to the cosine and sine oscillations of the plate. The solutions for velocity distributions and shear stresses are established and then analyzed for small as well as large times. It is noted that for large times, when the transient solutions disappear, the starting solutions re- duce to the steady-state solutions which are periodic in time and independent of initial conditions. The tran- sient solutions of the velocity are reduced when time is increased. The graphical results are displayed to see the effects of various indispensable parameters on the velocity for cosine as well as for sine oscillation of the boundary. The solutions in [19] appeared as a special case whenM= 1

K =0.

Acknowledgement

The authors would like to acknowledge MOHE and Research Management Centre, University of Technol- ogy Malaysia (UTM) for the financial support through Vote Nos. 4F109 and 04H27 for this research. The first author is a Visiting Research Fellow at the Department of Mathematical Sciences, Faculty of Science Univer- sity of Technology, Malaysia. He is thankful to UTM

(10)

644 I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium for providing him this opportunity and for the hospital-

ity during his stay.

Appendix

In order to derive (47) and (49), we use (26) into (43) to get

Sc(ξ,τ) =−





























































0 for 0<τ<ξ

√ λ1,

1

λ1e−b0τI0

ap

τ2−ξ2λ1

−a1e

τ λ1Rτ

ξ

λ1exp

1 λ1b0

s I0

· ap

s2−ξ2λ1

ds+a1e

τ λ1 R

τ

exp

1 λ1−b0

s I0

ap

s2−ξ2λ1

ds +a2Rτ

ξ

λ1e−b0scos(ω(τ−s))I0

· ap

s2−ξ2λ1

ds−a2Rτe−b0s

·cos(ω(τ−s))I0 ap

s2−ξ2λ1

ds

−a3Rτ

ξ

λ1e−b0ssin(ω(τ−s))I0

· ap

s2−ξ2λ1

ds+a3R τ e−b0s

·sin(ω(τ−s))I0 ap

s2−ξ2λ1

ds for τ>ξ

√ λ1.

(A1)

We suppose here A=

Z

ξ

λ1

e−b0scos(ω(τ−s)) ps2−ξ2λ1

·I1 ap

s2−ξ2λ1

ds

(A2)

and B=

Z

ξ

λ1

e−b0ssin(ω(τ−s)) ps2−ξ2λ1

·I1

ap

s2−ξ2λ1

ds.

(A3)

Adding (A2) and (A3), we get A+iB=eiω τ

Z

ξ

λ1

exp − b0+iω s ps2−ξ2λ1

·I1 ap

s2−ξ2λ1 ds.

(A4)

Now, by making the substitution ps2−ξ2λ1=z, s

ξp λ1,∞

, z

0,∞ , ps2−ξ2λ1=z, ds= zdz

pz22λ1

(A5)

into (A4), we arrive at the following equation:

A+iB=eiω τ Z

0

exp

−(b0+iω)p

z22λ1

pz22λ1

·I1(az)dz.

(A6)

Using the relation (see (A5), Appendix A in [19]) Z

0

exp

a

X2+Y2

X2+Y2 X I0(bX)dX

= exp

−Y√

a2−b2

a2b2 , Re(a2b2)>0, (A7)

in (A6), one obtains the form A+iB=

p

λ1eiω τexp

−ξp λ1

q

(b0+iω)2a2

·q

λ1 (b0+iω)2a2 −1

. (A8)

By making the substitution q

λ1 (b0+iω)2a2

=m+in, (A9) (A8) reduces to the following form:

A+iB=

λ1exp(−mξ) m2+n2

mcos(ω τ−ξn) +nsin(ω τ−ξn) +i msin(ω τ−ξn)

−ncos(ω τ−ξn)

.

(A10)

Separating real and imaginary parts, we get A=

λ1exp(−mξ) m2+n2

h

mcos(ω τ−ξn) +nsin(ω τ−ξn)i

,

(A11)

B=

λ1exp(−mξ) m2+n2

h

msin(ω τ−ξn)

ncos(ω τ−ξn)i .

(A12)

Now using (A5) in the first integral of (A1), we obtain Z τ

ξ

λ1

exp 1

λ1

b0

s

I0 ap

s2−ξ2λ1

ds

=

λ1exp

−√ξ

λ1

p(λ1b0−1)2a2λ1

qp

1b0−1)2−a2λ1

.

(A13)

(11)

I. Khan et al.·Exact Solutions for Unsteady MHD Oscillatory Flow of Maxwell Fluid in Porous Medium 645 Substituting (A11) – (A13) into (A1), and then separat-

ing steady state and transients parts, we get Scs(ξ,τ) =

λ1exp(−mξ) m2+n2

a2 mcos(ω τ−ξn) +nsin(ω τ−ξn)

+a3 msin(ω τ−nξ)−ncos(ω τ−)

, (A14)

the shear stress corresponding to the steady state, whereas

Sct(ξ,τ) =













































0 for 0<τ<ξ

√ λ1,

−√1

λ1e−b0τI0 ap

τ2−ξ2λ1

+a1λ1

·eλτ1

exp

ξ

λ1

1b0−1)2−a2λ1

1b0−1)2−a2λ1

−a1e

τ λ1R

τ exp

1 λ1b0

s I0

· ap

s2−ξ2λ1

ds+a2Rτe−b0s

·cos ω(τ−s) I0

ap

s2−ξ2λ1

ds

−a3Rτe−b0ssin ω(τ−s) I0

· ap

s2−ξ2λ1

ds for τ>ξ

√ λ1

. (A15)

is the corresponding transient shear stress. Similarly for the sine case, we write the steady-state and tran- sient parts as

Sss(ξ,τ) =−exp(−mξ) m2+n2

a2 msin(ω τ−nξ)

ncos(ω τ−nξ)

a3 (A16)

· mcos(ω τ−nξ) +nsin(ω τ−)

,

Sst(ξ,τ) =

















































0 for 0<τ<ξ

√ λ1,

a4λ1exp

τ λ1+ξ

λ1

1b0−1)2−a2λ1

1b0−1)2−a2λ1

+a4e

τ λ1 R

τ exp

1 λ1+b0

s I0

· ap

s2−ξ2λ1

ds+a3Rτe−b0s

·cos ω(τ−s) I0

ap

s2−ξ2λ1

ds +a2Rτe−b0ssin ω(τ−s)

I0

· ap

s2−ξ2λ1

ds for τ>ξ

√ λ1.

(A17)

[1] M. E. Erdogan and C. E. Imrak, Int. J. Nonlin. Mech.

44, 27 (2009).

[2] Corina Fetecau, D. Vieru, and C. Fetecau, Int. J. Non- lin. Mech.43, 451 (2008).

[3] M. E. Erdogan and C. E. Imrak, Appl. Math. Model.31, 170 (2007).

[4] P. M. Jordan, A. Puri, and G. Boros, Int. J. Nonlin.

Mech.39, 1371 (2004).

[5] W. C. Tan and T. Masuoka, Int. J. Nonlin. Mech. 40, 515 (2005).

[6] T. Hayat, Y. Wang, and K. Hutter, Int. J. Nonlin. Mech.

39, 1027 (2004).

[7] M. Khan, S. Hyder Ali, and C. Fetecau, Appl. Math.

Comput.203, 881 (2008).

[8] T. Hayat, C. Fetecau, and S. Asghar, Int. J. Eng. Sci.44, 1423 (2006).

[9] C. Fetecau and C. Fetecau, Proc. Royal Acad. A5, 13 (2004).

[10] T. Hayat, C. Fetecau, and M. Sajid, Phys. Lett. A372, 1639 (2008).

[11] C. Fetecau, W. Akhtar, M. A, Imran, and D. Vieru, Comput. Math. Appl.59, 2836 (2010).

[12] D. Vieru, W. Akhtar, C. Fetecau, and C. Fetecau, Mecca.42, 573 (2007).

[13] M. A. Imran, A. Sohail, and N. Shahid, Chem. Eng.

Commun.199, 1085 (2012).

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Anal.: Real World Appl.10, 2183 (2009).

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J. Nonlin. Mech.44, 1085 (2009).

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