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IOSR Journal of Mathematics (IOSR-JM)
e-ISSN: 2278-5728, p-ISSN: 2319-765X. Volume 11, Issue 6 Ver. V (Nov. - Dec. 2015), PP 19-25
www.iosrjournals.org
DOI: 10.9790/5728-11651925 www.iosrjournals.org 19 | Page
Thermal Stress in a Half-Space with Mixed Boundary Conditions
due to Time Dependent Heat Source
Hassan Rashed Al Duhaim a
, F. D. Zaman a
and Rahmatullah Ibrahim
Nuruddeenb,*
a
Mathematics and Statistics Department, King Fahd University of Petroleum & Minerals, Dhahran 31261,
Saudi Arabia.
b
Mathematics Department, Federal University Dutse,P.M.B. 7156, Dutse, Nigeria.
Abstract:We consider a mixed boundary value problem in thermal stress in half space. The surface of the half
space is heated by a time dependent source which produces temperature changes in the material. The resulting
thermal stresses are our main focus in this study. We assume that the surface of the half space satisfies mixed
boundary conditions. In the part of the boundary (𝑥 < 0) is stress free while in the remaining boundary (𝑥 > 0),
the gradient of the stress vanishes. The determination of thermal stress is carried out using the Jones’s
modification of the so-called Wiener-Hopf technique.The solution in terms of the thermal stress in closed form is
obtained.
Keywords:Heat Conduction Equation, Thermal Stress, Mixed BoundaryProblem and Wiener-Hopf technique.
I. Introduction
The heat conduction problem in solids is of great interest in many engineering situations. Carslaw and
Jaeger [1] has given a detailed account of linear heat flow in space, rods and plates having a homogeneous and
composite structure. The thermal stress produced due to the temperature variation in a solid is an interesting
situation in which stress within the body produced by thermal effects. An introductory description of
thermoelectricity can be found, for example, in Hunter [2]. More analysis on thermal stress problem can be
found in Yilbas[3]. In this study we are interested in the mixed boundary value problem in that, part of the
boundary of the half space has varnishing stress while the other part has gradient of the stress varnishing. Such
mixed boundary value problems in the context of temperature distribution has been studied by various authors.
Evans [4] has considered a steady state temperature distribution within the cylinder at the point of entry into a
cooling fluid. In Chakrabarti [5], the explicit solution of the sputtering temperature of a cooling cylindrical rod
with an insulated core when allowed to enter into a cold fluid of large extent with a uniform speed 𝑣 in the
positive semi-infinite range while the negative semi-infinite range is kept outside is determined, and a simple
integral expression is derived for the value of the sputtering temperature of the rod at the points of entry.
Georgiadis et al [6] considered infinite dissimilar materials which are joined and brought in contact over half of
their common boundary and the other half insulated all along the common boundary (interface). Chakrabarti and
Bera [7] studied a mixed boundary-valued problem associated with the diffusion equation which involves the
physical problem of cooling of an infinite slab in a two-fluid medium. An analytical solution is derived for the
temperature distribution at the quench fronts being created by two different layers of cold fluids having different
cooling abilities moving on the upper surface of the slab at constant speed. Similarly, Zaman [8] studied a heat
conduction problem across a semi-infinite interface in layered plates. The two layered plates are kept in contact,
in which the contact between the layers takes place in one part of the interface while the outer part is perfectly
insulated. Zaman and Al-Khairy [9] considered a steady state temperature distribution in a homogeneous
rectangular infinite plate. They assumed that the lower part to be cooled by a fluid flowing at a constant velocity
while the upper part satisfies the general mixed boundary conditions. However, in this work, we employ the
modified Wiener-Hopf technique due to Jones [10] to solve our problem.
II. Formulation of the Problem
We consider two dimensional heat conduction equation in half space (𝑦 > 0). The governing partial differential
equation is:
𝜙𝑥𝑥 (𝑥, 𝑦, 𝑡) + 𝜙 𝑦𝑦 (𝑥, 𝑦, 𝑡) =
1
𝑘
𝜙𝑡(𝑥, 𝑦, 𝑡) + 𝑓(𝑥, 𝑡), (1)
where,
𝑓 𝑥, 𝑡 = 𝐼0 𝛿 𝑥 − 𝑎 𝑒−𝛽𝑡
is the heat source, 𝛿 𝑥 − 𝑎 is the Dirac delta function. As for𝛽,𝑎 are the source
parameters and 𝐼0 is a positive constant.
The initial condition and boundary conditions are given by:
𝜙 𝑥, 𝑦, 0 = 0, −∞ < 𝑥 < ∞, 0 ≤ 𝑦 < ∞. (2)
Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source
DOI: 10.9790/5728-11651925 www.iosrjournals.org 20 | Page
lim 𝑦→∞ 𝜙 𝑥, 𝑦, 𝑡 = 0, −∞ < 𝑥 < ∞, 𝑡 ≥ 0 (3a)
𝜙 𝑦 𝑥, 0, 𝑡 = 0, −∞ < 𝑥 < ∞, 𝑡 ≥ 0 (3b)
The plane stress coupled equation [4] is given by:
σ 𝑥𝑥 𝑥, 𝑦, 𝑡 + σ 𝑦𝑦 𝑥, 𝑦, 𝑡 − 𝜇2
σ𝑡𝑡 (𝑥, 𝑦, 𝑡) = 𝜆 𝜙𝑡𝑡 (𝑥, 𝑦, 𝑡), (4)
here,𝜇 and 𝜆 are positive constants while 𝜙𝑡𝑡 is the second derivative of the temperature obtained from the
solution of Eq. (1).
The initial conditions are assumed as follows:
σ 𝑥, 𝑦, 0 = 0, −∞ < 𝑥 < ∞, 0 ≤ 𝑦 < ∞ (5a)
σ𝑡 𝑥, 𝑦, 0 = 0 , −∞ < 𝑥 < ∞, 0 ≤ 𝑦 < ∞ (5b)
while the boundary conditions are:
σ 𝑥, 0, 𝑡 = 0 , −∞ < 𝑥 < 0, 𝑡 ≥ 0 (6a)
σ 𝑦 𝑥, 0, 𝑡 = 0, 0 < 𝑥 < ∞, 𝑡 ≥ 0. (6b)
Also,
lim 𝑦→∞ σ 𝑥, 𝑦, 𝑡 = 0, −∞ < 𝑥 < ∞, 𝑡 ≥ 0. (7)
III. The Wiener-Hopf Equation
The Laplace transform in the time variable t and its inverse transform in s are defined by:
𝐿 σ 𝑥, 𝑦, 𝑡 = σ 𝑥, 𝑦, 𝑡 𝑒−𝑠𝑡
𝑑𝑡 = σ 𝑥, 𝑦, 𝑠
∞
0
(8)
and
𝐿−1
σ 𝑥, 𝑦, 𝑠 =
1
2𝜋𝑖
σ 𝑥, 𝑦, 𝑠 𝑒 𝑠𝑡
𝑑𝑠
𝑖∞+𝑐
𝑖∞−𝑐
= σ 𝑥, 𝑦, 𝑡 . (9)
In the same way, we define the Fourier transform in 𝑥 and its corresponding inverse Fourier transform in 𝛼 by:
ℱ σ 𝑥, 𝑦, 𝑡 = σ 𝑥, 𝑦, 𝑡 𝑒 𝑖𝛼𝑥
𝑑𝑥
∞
−∞
= σ∗
𝛼, 𝑦, 𝑡 (10)
and
ℱ−1
σ∗
𝛼, 𝑦, 𝑡 =
1
2𝜋
σ∗
𝛼, 𝑦, 𝑡 𝑒−𝑖𝛼𝑥
𝑑𝛼
∞
−∞
= σ 𝑥, 𝑦, 𝑡 , (11)
with 𝛼 = 𝜉 + 𝑖𝜏. Moreover, we also introduce the half range Fourier transforms as
σ 𝑥, 𝑦, 𝑡 𝑒 𝑖𝛼𝑥
𝑑𝑥
∞
0
= σ+
∗
𝛼, 𝑦, 𝑡 (12)
and
σ 𝑥, 𝑦, 𝑡 𝑒 𝑖𝛼𝑥
𝑑𝑥
0
−∞
= σ−
∗
𝛼, 𝑦, 𝑡 . (13)
So that,
σ∗
𝛼, 𝑦, 𝑡 = σ+
∗
𝛼, 𝑦, 𝑡 + σ−
∗
𝛼, 𝑦, 𝑡 . (14)
Where
σ+
∗
𝛼, 𝑦, 𝑡 = 𝑂(𝑒 𝜏− 𝑥
)as𝑥 → ∞ and σ−
∗
𝛼, 𝑦, 𝑡 = 0(𝑒 𝜏+ 𝑥
) as 𝑥 → −∞.
Thus σ+
∗
𝛼, 𝑦, 𝑡 is an analytic function of 𝛼 in the upper half-plane 𝜏 > 𝜏_ , while σ−
∗
𝛼, 𝑦, 𝑡 is an analytic
function of 𝛼 in the lower half-plane 𝜏 < 𝜏+ respectively. Therefore, σ∗
𝛼, 𝑦, 𝑡 defined an analytic function in
the common strip 𝜏_ < 𝜏 < 𝜏+with 𝜏 = 𝐼𝑚(𝛼).
IV. Solution of the Heat Equation
Taking Laplace transform in t of Eq. (1) we get:
𝜙𝑥𝑥 𝑥, 𝑦, 𝑠 + 𝜙 𝑦𝑦 𝑥, 𝑦, 𝑠 =
𝑠
𝑘
𝜙 𝑥, 𝑦, 𝑡 −
1
𝑘
𝜙 𝑥, 𝑦, 0 + 𝑓(𝑥, 𝑠). (15)
Applying the initial condition to get:
𝜙𝑥𝑥 𝑥, 𝑦, 𝑠 + 𝜙 𝑦𝑦 𝑥, 𝑦, 𝑠 =
𝑠
𝑘
𝜙 𝑥, 𝑦, 𝑡 + 𝑓(𝑥, 𝑠). (16)
Taking Fourier transform in 𝑥 of Eq. (16) we obtain:
− 𝛼2
𝜙∗
𝛼, 𝑦, 𝑠 + 𝜙∗
𝑦𝑦
𝛼, 𝑦, 𝑠 =
𝑠
𝑘
𝜙∗
𝛼, 𝑦, 𝑡 + 𝑓∗
(𝛼, 𝑠), (17)
which can be written as,
𝜙∗
𝑦𝑦
𝛼, 𝑦, 𝑠 − 𝛼2
+
𝑠
𝑘
𝜙∗
𝛼, 𝑦, 𝑠 = 𝑓∗
(𝛼, 𝑠). (18)
Therefore the solution is,
𝜙∗
𝛼, 𝑦, 𝑠 = 𝐴 𝑒
− 𝛼2+
𝑠
𝑘
𝑦
+ 𝐵 𝑒
𝛼2+
𝑠
𝑘
𝑦
−
𝑓∗(𝛼,𝑠)
𝛼2+
𝑠
𝑘
, (19)
where,
𝑓∗
𝛼, 𝑠 =
𝐼0 𝑒 𝑖 𝑎 𝛼
(𝑠+𝛽)
.
Now, using boundary conditions in Eq. (3) we deduce that:
𝐵 = 0and𝐴 = 0
Thus, Eq. (19) becomes:
Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source
DOI: 10.9790/5728-11651925 www.iosrjournals.org 21 | Page
𝜙∗
𝛼, 𝑦, 𝑠 = −
𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+
𝑠
𝑘
. (20)
By Partial fraction decomposition, the inverse Laplace transform of Eq. (20) is obtained:
𝜙∗
𝛼, 𝑦, 𝑡 = −
𝑘 𝐼0ⅇⅈ 𝑎 𝛼 ⅇ−𝑘𝑡 𝛼2
−ⅇ−𝑡𝛽
𝑘𝛼2−𝛽
. (21)
So that 𝜙 𝑥, 𝑦, 𝑡 is given by,
𝜙 𝑥, 𝑦, 𝑡 =
1
2𝜋
𝜙∗
𝛼, 𝑦, 𝑡 𝑒−𝑖 𝛼 𝑥
𝑑𝛼
∞
−∞
. (22)
V. Solution of the Stress Equation
Taking Fourier transform in 𝑥 of Eq. (4) we obtain:
− 𝛼2
σ∗
𝛼, 𝑦, 𝑡 + σ∗
𝑦𝑦 𝛼, 𝑦, 𝑡 − 𝜇2
σ∗
𝑡𝑡(𝛼, 𝑦, 𝑡) = 𝜆𝜙∗
𝑡𝑡
(𝛼, 𝑦, 𝑡). (23)
Now, taking Laplace transform in t we get:
− 𝛼2
σ∗
𝛼, 𝑦, 𝑠 + σ∗
𝑦𝑦 𝛼, 𝑦, 𝑠 − 𝜇2
𝑠2
σ∗
𝛼, 𝑦, 𝑠 − 𝜇2
𝑠 σ∗
𝛼, 𝑦, 0 − 𝜇2
σ∗
𝑡
𝛼, 𝑦, 0 = 𝜆 𝑠2
𝜙∗
𝛼, 𝑦, 𝑠 −
𝜆 𝜙 𝛼, 𝑦, 0 − 𝜆 𝜙𝑡(𝛼, 𝑦, 0). (24)
Applying the transformed initial conditions we get:
− 𝛼2
σ∗
𝛼, 𝑦, 𝑠 + σ∗
𝑦𝑦 𝛼, 𝑦, 𝑠 − 𝜇2
𝑠2
σ∗
𝛼, 𝑦, 𝑠 = 𝜆 𝑠2
𝜙∗
𝛼, 𝑦, 𝑡 − 𝜆 𝜙𝑡(𝛼, 𝑦, 0). (25)
𝜙𝑡(𝛼, 𝑦, 0)is computed using Eq. (21) to get:
𝜙𝑡 𝛼, 𝑦, 0 = −𝑘 𝐼0ⅇⅈ 𝑎 𝛼
, so that Eq. (25) becomes,
σ∗
𝑦𝑦 𝛼, 𝑦, 𝑡 − 𝛼2
+ 𝜇2
𝑠2
σ∗
𝛼, 𝑦, 𝑡 = −
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+
𝑠
𝑘
+ 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
. (26)
Therefore, the solution is
σ∗
𝛼, 𝑦, 𝑠 = 𝐶 𝛼 𝑒− 𝛼2+𝜇2 𝑠2 𝑦
+ 𝐷 𝛼 𝑒 𝛼2+𝜇2 𝑠2 𝑦
+
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 . (27)
Using the boundary condition in Eq. (7) we deduce that 𝐷(𝛼) = 0.
Hence,
σ∗
𝛼, 𝑦, 𝑠 = 𝐶(𝛼) 𝑒− 𝛼2+𝜇2 𝑠2 𝑦
+
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 . (28)
We now transform the boundaries in Eq. (6) as follows:
σ 𝑥, 0, 𝑡 = 0, −∞ < 𝑥 < 0, 𝑡 ≥ 0 ⇒ σ∗
− 𝛼, 0, 𝑠 = 0 (29)
σ 𝑦 𝑥, 0, 𝑡 = 0, 0 < 𝑥 < ∞, 𝑡 ≥ 0 ⇒ σ−
∗′
𝛼, 0, 𝑠 = 0 (30)
where{ ′ } denotes the derivative of σ∗
with respect to𝑦.
So that,
σ∗
+ 𝛼, 0, 𝑠 = 𝐶(𝛼) +
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 (31)
and
σ∗′
− 𝛼, 0, 𝑠 = − 𝐶 𝛼 𝛼2 + 𝜇2 𝑠2. (32)
Then, Eq. (31) and Eq. (32) give:
σ∗
+ 𝛼, 0, 𝑠 = −
σ−
∗′
𝛼,0,𝑠
𝛼2+𝜇2 𝑠2
+
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 . (33)
This equation (33) which holds in the strip 𝜏_ < 𝜏 < 𝜏+ is the Wiener-Hopf equation. However, the unknown
functions σ∗
+ and σ−
∗′
satisfying Eq. (33) are analytic in the upper (𝜏_ < 𝜏) and lower (𝜏 < 𝜏+) half planes
respectively. The solution of this equation (33) is presented in the next section.
VI. Solution of the Wiener-Hopf Equation
The goal here, is to have the terms in Eq. (33) to be either analytic in the upper half plane or lower half plane.
This goal is achieved by decomposing or factoring the mixed terms in that equation using the theorems given in
[11].
Now, let
𝑀 𝛼 =
1
𝛼2+𝜇2 𝑠2
,
then𝑀 𝛼 can be factorized as follows,
𝑀 𝛼 = 𝑀+ 𝛼 𝑀− 𝛼 .
However, by choosing a suitable branches for the square roots in such a way that
1
𝛼+𝑖𝜇𝑠
is analytic in the upper
half plane (𝜏 > 𝜏_), with 𝜏_ > 𝐼𝑚(−𝑖𝜇𝑠). Similarly,
1
𝛼−𝑖𝜇𝑠
is analytic in the lower half plane (𝜏 < 𝜏+), with𝜏+ <
𝐼𝑚(𝑖𝜇𝑠). We then deduce that:
Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source
DOI: 10.9790/5728-11651925 www.iosrjournals.org 22 | Page
𝑀+ 𝛼 =
1
𝛼 + 𝑖𝜇𝑠
, analytic in 𝜏 > 𝜏−
𝑀− 𝛼 =
1
𝛼 − 𝑖𝜇𝑠
. analytic in 𝜏 < 𝜏+ .
In the same way, we put
𝑁 𝛼 =
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 .
Then Eq. (32) becomes:
σ∗
+ 𝛼, 0, 𝑠 = −σ−
∗′
𝛼, 0, 𝑠 𝑀+ 𝛼 𝑀− 𝛼 + 𝑁 𝛼 . (34)
Now, dividing Eq. (33) by 𝑀+ 𝛼 to get,
σ∗
+ 𝛼,0,𝑠
𝑀+ 𝛼
= −σ−
∗′
𝛼, 0, 𝑠 𝑀− 𝛼 +
𝑁 𝛼
𝑀+ 𝛼
. (35)
In Eq. (35), we only have
𝑁 𝛼
𝑀+ 𝛼
as a mixed term. We further decompose this mixed term using the
decomposition theorem (see Noble [11], page 13) to get:
𝑃 𝛼 =
𝑁 𝛼
𝑀+ 𝛼
= 𝑃+ 𝛼 + 𝑃− 𝛼 ,
where𝑃+ 𝛼 and𝑃− 𝛼 are given to be :
𝑃+ 𝛼 =
1
2𝜋𝑖
𝑁 𝑧
𝑀+ 𝑧
1
𝑧−𝛼
𝑑𝑧
∞+𝑖𝑐
−∞+𝑖𝑐
(36)
and
𝑃+ 𝛼 =
−1
2𝜋𝑖
𝑁 𝑧
𝑀+ 𝑧
1
𝑧−𝛼
𝑑𝑧
∞+𝑖𝑑
−∞+𝑖𝑑
, (37)
respectively, where 𝑐 and 𝑑 are chosen to be within the strip or analyticity. That is,𝜏− < 𝑐 < 𝜏 < 𝑑 < 𝜏+.
However, 𝑃+ 𝛼 is given in the Appendix I.
Finally, Eq. (35) becomes:
σ∗
+ 𝛼,0,𝑠
𝑀+ 𝛼
− 𝑃+ 𝛼 = −σ−
∗′
𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑃− 𝛼 . (38)
We now define 𝐸 𝛼 as,
𝐸 𝛼 =
σ∗
+ 𝛼,0,𝑠
𝑀+ 𝛼
− 𝑃+ 𝛼 = −σ−
∗′
𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑃− 𝛼 . (39)
Then, Eq. (39) defines 𝐸 𝛼 only in the strip𝜏− < 𝜏 < 𝜏+ .The second part of the equation is defined and
analytic in 𝜏 > 𝜏_ , and the third part is defined and analytic in 𝜏 < 𝜏+. Hence by analytic continuation we can
define 𝐸 𝛼 over the whole 𝛼-plane and we write:
𝐸 𝛼 =
σ∗
+ 𝛼,0,𝑠
𝑀+ 𝛼
− 𝑃+ 𝛼 , 𝜏 > 𝜏_
−σ−
∗′
𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑃− 𝛼 , 𝜏 < 𝜏+
σ∗
+ 𝛼,0,𝑠
𝑀+ 𝛼
− 𝑃+ 𝛼 = −σ−
∗′
𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑃− 𝛼 , 𝜏− < 𝜏 < 𝜏+.
(40)
Now, Eq. (40) defines an entire function 𝐸 𝛼 in the whole 𝛼-plane. Moreover, it can be shown from the
asymptotic behavior of 𝐸 𝛼 which vanishes when |𝛼| → ∞, that is 𝐸 𝛼 is bounded. Hence, we deduce that by
the extended form of Liouville’s theorem that 𝐸 𝛼 is zero.
Thus, from Eq. (36) we get,
σ∗
+ 𝛼,0,𝑠
𝑀+ 𝛼
− 𝑃+ 𝛼 = 0, which gives,
σ∗
+ 𝛼, 0, 𝑠 = 𝑀+ 𝛼 𝑃+ 𝛼 . (41)
Eq. (31) and (32) give:
𝐶 𝛼 = σ∗
+ 𝛼, 0, 𝑠 −
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
+
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 ,
and thus,
𝐶 𝛼 = 𝑀+ 𝛼 𝑃+ 𝛼 −
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
+
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 , (42)
Therefore, the thermal stress in Eq. (28) is given by
Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source
DOI: 10.9790/5728-11651925 www.iosrjournals.org 23 | Page
σ∗
𝛼, 𝑦, 𝑠 = 𝑀+ 𝛼 𝑃+ 𝛼 −
𝜆 𝑠2
𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠 + 𝛽 𝛼2 + 𝜇2 𝑠2 𝛼2 +
𝑠
𝑘
+
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2 + 𝜇2 𝑠2
𝑒− 𝛼2+𝜇2 𝑠2 𝑦
+
𝜆 𝑠2
𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠 + 𝛽 𝛼2 + 𝜇2 𝑠2 𝛼2 +
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2 + 𝜇2 𝑠2
.
(43)
VII. Closed form of the thermal-stress
From Eq. (43) we have:
σ∗
𝛼, 𝑦, 𝑠 = 𝑀+ 𝛼 𝑃+ 𝛼 −
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
+
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 𝑒− 𝛼2+𝜇2 𝑠2 𝑦
+
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 .
This solution can be used to determine the overall stress effect of the body in the transformed domain.
The inverse Laplace transform and the inversion Fourier transform can then be used to obtain the thermal stress
σ 𝑥, 𝑦, 𝑡 at given 𝑥, 𝑦, 𝑡 .
Thus,
σ 𝑥, 𝑦, 𝑡 =
1
4𝜋2 𝑖
𝑀+ 𝛼 𝑃+ 𝛼 −
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
+
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2 𝑒− 𝛼2+𝜇2 𝑠2 𝑦
+
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
∞
−∞
𝑖∞+𝑐
−𝑖∞+𝑐
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼𝛼2+𝜇2𝑠2𝑒−𝑖𝛼𝑥𝑒𝑠𝑡𝑑𝛼 𝑑𝑠.
(44)
These integrals in Eq. (44) give the closed form solution of the thermal stress. Evaluation of these
integrals analytically is not easy task. This is due to the multiple valued functions resulting from the square roots
in the integrand. Moreover, the singularity at infinity is not isolated, and hence we can’t use the residue at
infinity to evaluate such integrals. However, the contribution of the poles is investigated in the Appendix II.
References
[1]. Carslaw, H., and Jaeger, J.C., The Conduction of Heat in Solids, 2nd
edition, Clarendon Press, Oxford 1959.
[2]. Hunter, S.C., Mechanics of Continuous Media, Ellis Horwood Limited, Chichester, 1984.
[3]. Yilbas, B.S., Laser Heating Applications: Analytical Modelling, Elsevier, 2012.
[4]. Evans, D.V., A Note on the Cooling of a Cylinder Entering a Fluid, IMA Journal of Applied Mathematics 33, 49-54, 1984.
[5]. Chakrabarti, A., The sputtering temperature of a cooling cylindrical rod with an insulated core, Applied Scientific Research 43, 107-
113, 1986.
[6]. Georgiadis, H.G., Barber, J.R. and Ben Ammar, F., An asymptotic solution for short time transient heat conduction between two
dissimilar bodies in contact, Quart. J. Math. 44(2), 303-322, 1991.
[7]. Chakrabarti, A., and Bera, R.K., The sputtering temperature of a cooling cylindrical rod without and with an insulated core in a
two-fluid medium, J. Austral. Math. Soc. Ser. B 38, 87-100, 1996.
[8]. Zaman, F.D., Heat conduction across a Semi Infinite Interface in a Layered Plate, Utilitas Mathematica 43pp. 89-96, 1993.
[9]. Zaman, F.D., and Al-Khairy, R., Cooling of a layered plate under mixed conditions, J. Appl. and Stochastic Analysis, 13:2, 197-
206, 2000.
[10]. Jones, D.S., A simplifying technique in the solution of a class of diffraction problems, Quart. J. Math. (2) 3, 189-196, 1952.
[11]. Noble, B., Methods based on the Wiener-Hopf Technique, Second Edition, Chelsea Publishing Company, New York 1958.
Appendices
Appendix I:Decomposition of 𝑷+ 𝜶
Recall,
𝐾 𝛼
𝑀+ 𝛼
=
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼+𝑖𝜇𝑠 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼+𝑖𝜇𝑠 𝛼2+𝜇2 𝑠2 .
From Eq. (36) we have,
𝑃+ 𝛼 =
1
2𝜋𝑖
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝑧
𝑠+𝛽 𝑧+𝑖𝜇𝑠 𝑧2+𝜇2 𝑠2 𝑧2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝑧+𝑖𝜇𝑠 𝑧2+𝜇2 𝑠2
1
𝑧−𝛼
𝑑𝑧
∞+𝑖𝑐
−∞+𝑖𝑐
. (A.1)
For this, let’s consider the following closed contour
𝛾 = (−∞ + 𝑖𝑐 , ∞ + 𝑖𝑐 ) ∪ 𝐶 𝑅
+
, where 𝐶 𝑅
+
is the semi-circle in the upper half plane since𝑎 > 0.
Now, let
Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source
DOI: 10.9790/5728-11651925 www.iosrjournals.org 24 | Page
𝐺 𝑧 =
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝑧
𝑠+𝛽 𝑧+𝑖𝜇𝑠 𝑧2+𝜇2 𝑠2 𝑧2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝑧+𝑖𝜇𝑠 𝑧2+𝜇2 𝑠2
1
𝑧−𝛼
,
then, 𝐺 has the following simple poles which lie inside 𝛾,
𝑧 = 𝛼 , 𝑧 = 𝑖𝜇𝑠 and 𝑧 = 𝑖
𝑠
𝑘
. Therefore,
𝐺 𝑧 =
.
𝛾
𝐺 𝑧 +
∞+𝑖𝑐
−∞+𝑖𝑐
𝐺 𝑧 = 𝑅𝑒𝑠[𝐺 𝑧 , 𝑧 𝑘]3
𝑘=1
.
𝐶 𝑅
+ ,
The integral over 𝐶 𝑅
+
vanishes due to Jordan Lemma.
Hence,
𝑃+ 𝛼 = 𝑅𝑒𝑠[𝐺 𝑧 , 𝑧 𝑘]3
𝑘=1 which is given by,
𝑃+ 𝛼 =
ⅈⅇ
−𝑎
𝑠
𝑘 𝐼0 𝑘2 𝑠
𝑘
𝜆2 ⅈ
𝑠
𝑘
+𝑠𝜇
2
𝑠
𝑘
+ⅈ𝛼 𝑠+𝛽
𝑠
𝑘
+𝑠𝜇 −1+𝑘𝑠 𝜇2
−
ⅇ−𝑎𝑠𝜇 𝐼0 𝜆 ⅈ𝑠𝜇 −𝑠−𝛽+𝑘𝑠𝜆 +𝑘𝑠2 𝜇2+𝑘𝑠𝛽 𝜇2
2 2𝑠2 𝑠+𝛽 𝜇2 −𝛼+ⅈ𝑠𝜇 −1+𝑘𝑠 𝜇2 +
ⅇⅈ𝑎𝛼 𝐼0 𝜆 𝑠2+𝑘𝑠 𝛼2+𝑠𝛽+𝑘𝛼2 𝛽−𝑘𝑠2 𝜆
𝑠+𝑘 𝛼2 𝑠+𝛽 𝛼+ⅈ𝑠𝜇 𝛼2+𝑠2 𝜇2
(A.2)
Appendix II:Thermal-stress due to the poles contributions
The integrals in Eq. (44) can be treated individually as follows:
Let
𝐺(𝛼) =
𝑀+ 𝛼 𝑃+ 𝛼 −
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
+
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2
𝑒− 𝛼2+𝜇2 𝑠2 𝑦
+
𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼
𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+
𝑠
𝑘
−
𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼
𝛼2+𝜇2 𝑠2
,
then𝐺 𝛼 has two simple poles at:
𝛼 = 𝑖
𝑠
𝑘
and 𝛼 = − 𝑖
𝑠
𝑘
. Thus, we then have,
σ 𝑥, 𝑦, 𝑠 =
1
2𝜋
𝐺 𝛼
∞
−∞
𝑒−𝑖𝛼𝑥
=
𝑅𝑒𝑠 𝐺 𝛼 ,− 𝑖
𝑠
𝑘
, 𝑥 > 0
𝑅𝑒𝑠 𝐺 𝛼 , 𝑖
𝑠
𝑘
. 𝑥 < 0
Finding, we get:
σ 𝑥, 𝑦, 𝑠 =
ⅇ
𝑎
𝑠
𝑘
−
𝑠
𝑘
𝑥 −𝑦
𝑠 −1+𝑘𝑠 𝜇 2
𝑘
𝐼0 𝑠2 𝜆2
1+ⅈ
𝑠
𝑘
−ⅈⅇ
𝑦
𝑠 −1+𝑘𝑠 𝜇 2
𝑘 𝑠
𝑘
+
𝑘
𝑠
𝑘
𝜇−ⅈ𝑘𝑠
𝑠
𝑘
𝜇2+ⅈⅇ
𝑦
𝑠 −1+𝑘𝑠 𝜇 2
𝑘
𝑘𝑠
𝑠
𝑘
𝜇2
2 𝑠+𝛽 −
𝑠
𝑘
+𝑠𝜇
2
𝑠
𝑘
+𝑠𝜇
2 , if𝑥 > 0
(A.3)
and
σ 𝑥, 𝑦, 𝑠 =
ⅈⅇ
−𝑎
𝑠
𝑘
+
𝑠
𝑘
𝑥−𝑦
𝑠 −1+𝑘𝑠 𝜇 2
𝑘
×
−1+ⅇ
𝑦
𝑠 −1+𝑘𝑠 𝜇 2
𝑘
𝐼0 𝑠2 𝑠
𝑘
𝜆2
𝑠
𝑘
+3𝑠𝜇 +
3𝑘𝑠
𝑠
𝑘
𝜇2+𝑘𝑠2 𝜇3
2 𝑠+𝛽
𝑠
𝑘
−𝑠𝜇
𝑠
𝑘
+𝑠𝜇
4 . if𝑥 < 0
(A.4)
Eq. (A.3) and (A.4) are in the Laplace domain, and the only pole that these equations have in 𝑠 domain is
at 𝑠 = −𝛽. Therefore, we get:
Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source
DOI: 10.9790/5728-11651925 www.iosrjournals.org 25 | Page
σ 𝑥, 𝑦, 𝑡 =
ⅇ
−𝑡𝛽 +𝑎 −
𝛽
𝑘
−𝑥 −
𝛽
𝑘
−𝑦
𝛽 1+𝑘𝛽 𝜇 2
𝑘
𝐼0 𝛽2 𝜆2
1+ⅈ −
𝛽
𝑘
−ⅈⅇ
𝑦
𝛽 1+𝑘𝛽 𝜇 2
𝑘
−
𝛽
𝑘
+
𝑘 −
𝛽
𝑘
𝜇+ⅈ𝑘𝛽 −
𝛽
𝑘
𝜇2−
ⅈⅇ
𝑦
𝛽 1+𝑘𝛽 𝜇 2
𝑘
𝑘𝛽 −
𝛽
𝑘
𝜇2
2 − −
𝛽
𝑘
+𝛽𝜇
2
−
𝛽
𝑘
+𝛽𝜇
2 if𝑥 > 0
(A.5)
and
σ 𝑥, 𝑦, 𝑡 = −
ⅈⅇ
−𝑡𝛽 −𝑎 −
𝛽
𝑘
+𝑥 −
𝛽
𝑘
−𝑦
𝛽 1+𝑘𝛽 𝜇 2
𝑘
×
−1+ⅇ
𝑦
𝛽 1+𝑘𝛽 𝜇 2
𝑘
𝑖𝛽2 −
𝛽
𝑘
𝜆2
− −
𝛽
𝑘
+3𝛽𝜇 +
3𝑘𝛽 −
𝛽
𝑘
𝜇2−𝑘𝛽2 𝜇3
2 −
𝛽
𝑘
−𝛽𝜇
4
−
𝛽
𝑘
+𝛽𝜇
if 𝑥 < 0.
(A.6)

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Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source

  • 1. IOSR Journal of Mathematics (IOSR-JM) e-ISSN: 2278-5728, p-ISSN: 2319-765X. Volume 11, Issue 6 Ver. V (Nov. - Dec. 2015), PP 19-25 www.iosrjournals.org DOI: 10.9790/5728-11651925 www.iosrjournals.org 19 | Page Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source Hassan Rashed Al Duhaim a , F. D. Zaman a and Rahmatullah Ibrahim Nuruddeenb,* a Mathematics and Statistics Department, King Fahd University of Petroleum & Minerals, Dhahran 31261, Saudi Arabia. b Mathematics Department, Federal University Dutse,P.M.B. 7156, Dutse, Nigeria. Abstract:We consider a mixed boundary value problem in thermal stress in half space. The surface of the half space is heated by a time dependent source which produces temperature changes in the material. The resulting thermal stresses are our main focus in this study. We assume that the surface of the half space satisfies mixed boundary conditions. In the part of the boundary (𝑥 < 0) is stress free while in the remaining boundary (𝑥 > 0), the gradient of the stress vanishes. The determination of thermal stress is carried out using the Jones’s modification of the so-called Wiener-Hopf technique.The solution in terms of the thermal stress in closed form is obtained. Keywords:Heat Conduction Equation, Thermal Stress, Mixed BoundaryProblem and Wiener-Hopf technique. I. Introduction The heat conduction problem in solids is of great interest in many engineering situations. Carslaw and Jaeger [1] has given a detailed account of linear heat flow in space, rods and plates having a homogeneous and composite structure. The thermal stress produced due to the temperature variation in a solid is an interesting situation in which stress within the body produced by thermal effects. An introductory description of thermoelectricity can be found, for example, in Hunter [2]. More analysis on thermal stress problem can be found in Yilbas[3]. In this study we are interested in the mixed boundary value problem in that, part of the boundary of the half space has varnishing stress while the other part has gradient of the stress varnishing. Such mixed boundary value problems in the context of temperature distribution has been studied by various authors. Evans [4] has considered a steady state temperature distribution within the cylinder at the point of entry into a cooling fluid. In Chakrabarti [5], the explicit solution of the sputtering temperature of a cooling cylindrical rod with an insulated core when allowed to enter into a cold fluid of large extent with a uniform speed 𝑣 in the positive semi-infinite range while the negative semi-infinite range is kept outside is determined, and a simple integral expression is derived for the value of the sputtering temperature of the rod at the points of entry. Georgiadis et al [6] considered infinite dissimilar materials which are joined and brought in contact over half of their common boundary and the other half insulated all along the common boundary (interface). Chakrabarti and Bera [7] studied a mixed boundary-valued problem associated with the diffusion equation which involves the physical problem of cooling of an infinite slab in a two-fluid medium. An analytical solution is derived for the temperature distribution at the quench fronts being created by two different layers of cold fluids having different cooling abilities moving on the upper surface of the slab at constant speed. Similarly, Zaman [8] studied a heat conduction problem across a semi-infinite interface in layered plates. The two layered plates are kept in contact, in which the contact between the layers takes place in one part of the interface while the outer part is perfectly insulated. Zaman and Al-Khairy [9] considered a steady state temperature distribution in a homogeneous rectangular infinite plate. They assumed that the lower part to be cooled by a fluid flowing at a constant velocity while the upper part satisfies the general mixed boundary conditions. However, in this work, we employ the modified Wiener-Hopf technique due to Jones [10] to solve our problem. II. Formulation of the Problem We consider two dimensional heat conduction equation in half space (𝑦 > 0). The governing partial differential equation is: 𝜙𝑥𝑥 (𝑥, 𝑦, 𝑡) + 𝜙 𝑦𝑦 (𝑥, 𝑦, 𝑡) = 1 𝑘 𝜙𝑡(𝑥, 𝑦, 𝑡) + 𝑓(𝑥, 𝑡), (1) where, 𝑓 𝑥, 𝑡 = 𝐼0 𝛿 𝑥 − 𝑎 𝑒−𝛽𝑡 is the heat source, 𝛿 𝑥 − 𝑎 is the Dirac delta function. As for𝛽,𝑎 are the source parameters and 𝐼0 is a positive constant. The initial condition and boundary conditions are given by: 𝜙 𝑥, 𝑦, 0 = 0, −∞ < 𝑥 < ∞, 0 ≤ 𝑦 < ∞. (2)
  • 2. Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source DOI: 10.9790/5728-11651925 www.iosrjournals.org 20 | Page lim 𝑦→∞ 𝜙 𝑥, 𝑦, 𝑡 = 0, −∞ < 𝑥 < ∞, 𝑡 ≥ 0 (3a) 𝜙 𝑦 𝑥, 0, 𝑡 = 0, −∞ < 𝑥 < ∞, 𝑡 ≥ 0 (3b) The plane stress coupled equation [4] is given by: σ 𝑥𝑥 𝑥, 𝑦, 𝑡 + σ 𝑦𝑦 𝑥, 𝑦, 𝑡 − 𝜇2 σ𝑡𝑡 (𝑥, 𝑦, 𝑡) = 𝜆 𝜙𝑡𝑡 (𝑥, 𝑦, 𝑡), (4) here,𝜇 and 𝜆 are positive constants while 𝜙𝑡𝑡 is the second derivative of the temperature obtained from the solution of Eq. (1). The initial conditions are assumed as follows: σ 𝑥, 𝑦, 0 = 0, −∞ < 𝑥 < ∞, 0 ≤ 𝑦 < ∞ (5a) σ𝑡 𝑥, 𝑦, 0 = 0 , −∞ < 𝑥 < ∞, 0 ≤ 𝑦 < ∞ (5b) while the boundary conditions are: σ 𝑥, 0, 𝑡 = 0 , −∞ < 𝑥 < 0, 𝑡 ≥ 0 (6a) σ 𝑦 𝑥, 0, 𝑡 = 0, 0 < 𝑥 < ∞, 𝑡 ≥ 0. (6b) Also, lim 𝑦→∞ σ 𝑥, 𝑦, 𝑡 = 0, −∞ < 𝑥 < ∞, 𝑡 ≥ 0. (7) III. The Wiener-Hopf Equation The Laplace transform in the time variable t and its inverse transform in s are defined by: 𝐿 σ 𝑥, 𝑦, 𝑡 = σ 𝑥, 𝑦, 𝑡 𝑒−𝑠𝑡 𝑑𝑡 = σ 𝑥, 𝑦, 𝑠 ∞ 0 (8) and 𝐿−1 σ 𝑥, 𝑦, 𝑠 = 1 2𝜋𝑖 σ 𝑥, 𝑦, 𝑠 𝑒 𝑠𝑡 𝑑𝑠 𝑖∞+𝑐 𝑖∞−𝑐 = σ 𝑥, 𝑦, 𝑡 . (9) In the same way, we define the Fourier transform in 𝑥 and its corresponding inverse Fourier transform in 𝛼 by: ℱ σ 𝑥, 𝑦, 𝑡 = σ 𝑥, 𝑦, 𝑡 𝑒 𝑖𝛼𝑥 𝑑𝑥 ∞ −∞ = σ∗ 𝛼, 𝑦, 𝑡 (10) and ℱ−1 σ∗ 𝛼, 𝑦, 𝑡 = 1 2𝜋 σ∗ 𝛼, 𝑦, 𝑡 𝑒−𝑖𝛼𝑥 𝑑𝛼 ∞ −∞ = σ 𝑥, 𝑦, 𝑡 , (11) with 𝛼 = 𝜉 + 𝑖𝜏. Moreover, we also introduce the half range Fourier transforms as σ 𝑥, 𝑦, 𝑡 𝑒 𝑖𝛼𝑥 𝑑𝑥 ∞ 0 = σ+ ∗ 𝛼, 𝑦, 𝑡 (12) and σ 𝑥, 𝑦, 𝑡 𝑒 𝑖𝛼𝑥 𝑑𝑥 0 −∞ = σ− ∗ 𝛼, 𝑦, 𝑡 . (13) So that, σ∗ 𝛼, 𝑦, 𝑡 = σ+ ∗ 𝛼, 𝑦, 𝑡 + σ− ∗ 𝛼, 𝑦, 𝑡 . (14) Where σ+ ∗ 𝛼, 𝑦, 𝑡 = 𝑂(𝑒 𝜏− 𝑥 )as𝑥 → ∞ and σ− ∗ 𝛼, 𝑦, 𝑡 = 0(𝑒 𝜏+ 𝑥 ) as 𝑥 → −∞. Thus σ+ ∗ 𝛼, 𝑦, 𝑡 is an analytic function of 𝛼 in the upper half-plane 𝜏 > 𝜏_ , while σ− ∗ 𝛼, 𝑦, 𝑡 is an analytic function of 𝛼 in the lower half-plane 𝜏 < 𝜏+ respectively. Therefore, σ∗ 𝛼, 𝑦, 𝑡 defined an analytic function in the common strip 𝜏_ < 𝜏 < 𝜏+with 𝜏 = 𝐼𝑚(𝛼). IV. Solution of the Heat Equation Taking Laplace transform in t of Eq. (1) we get: 𝜙𝑥𝑥 𝑥, 𝑦, 𝑠 + 𝜙 𝑦𝑦 𝑥, 𝑦, 𝑠 = 𝑠 𝑘 𝜙 𝑥, 𝑦, 𝑡 − 1 𝑘 𝜙 𝑥, 𝑦, 0 + 𝑓(𝑥, 𝑠). (15) Applying the initial condition to get: 𝜙𝑥𝑥 𝑥, 𝑦, 𝑠 + 𝜙 𝑦𝑦 𝑥, 𝑦, 𝑠 = 𝑠 𝑘 𝜙 𝑥, 𝑦, 𝑡 + 𝑓(𝑥, 𝑠). (16) Taking Fourier transform in 𝑥 of Eq. (16) we obtain: − 𝛼2 𝜙∗ 𝛼, 𝑦, 𝑠 + 𝜙∗ 𝑦𝑦 𝛼, 𝑦, 𝑠 = 𝑠 𝑘 𝜙∗ 𝛼, 𝑦, 𝑡 + 𝑓∗ (𝛼, 𝑠), (17) which can be written as, 𝜙∗ 𝑦𝑦 𝛼, 𝑦, 𝑠 − 𝛼2 + 𝑠 𝑘 𝜙∗ 𝛼, 𝑦, 𝑠 = 𝑓∗ (𝛼, 𝑠). (18) Therefore the solution is, 𝜙∗ 𝛼, 𝑦, 𝑠 = 𝐴 𝑒 − 𝛼2+ 𝑠 𝑘 𝑦 + 𝐵 𝑒 𝛼2+ 𝑠 𝑘 𝑦 − 𝑓∗(𝛼,𝑠) 𝛼2+ 𝑠 𝑘 , (19) where, 𝑓∗ 𝛼, 𝑠 = 𝐼0 𝑒 𝑖 𝑎 𝛼 (𝑠+𝛽) . Now, using boundary conditions in Eq. (3) we deduce that: 𝐵 = 0and𝐴 = 0 Thus, Eq. (19) becomes:
  • 3. Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source DOI: 10.9790/5728-11651925 www.iosrjournals.org 21 | Page 𝜙∗ 𝛼, 𝑦, 𝑠 = − 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+ 𝑠 𝑘 . (20) By Partial fraction decomposition, the inverse Laplace transform of Eq. (20) is obtained: 𝜙∗ 𝛼, 𝑦, 𝑡 = − 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 ⅇ−𝑘𝑡 𝛼2 −ⅇ−𝑡𝛽 𝑘𝛼2−𝛽 . (21) So that 𝜙 𝑥, 𝑦, 𝑡 is given by, 𝜙 𝑥, 𝑦, 𝑡 = 1 2𝜋 𝜙∗ 𝛼, 𝑦, 𝑡 𝑒−𝑖 𝛼 𝑥 𝑑𝛼 ∞ −∞ . (22) V. Solution of the Stress Equation Taking Fourier transform in 𝑥 of Eq. (4) we obtain: − 𝛼2 σ∗ 𝛼, 𝑦, 𝑡 + σ∗ 𝑦𝑦 𝛼, 𝑦, 𝑡 − 𝜇2 σ∗ 𝑡𝑡(𝛼, 𝑦, 𝑡) = 𝜆𝜙∗ 𝑡𝑡 (𝛼, 𝑦, 𝑡). (23) Now, taking Laplace transform in t we get: − 𝛼2 σ∗ 𝛼, 𝑦, 𝑠 + σ∗ 𝑦𝑦 𝛼, 𝑦, 𝑠 − 𝜇2 𝑠2 σ∗ 𝛼, 𝑦, 𝑠 − 𝜇2 𝑠 σ∗ 𝛼, 𝑦, 0 − 𝜇2 σ∗ 𝑡 𝛼, 𝑦, 0 = 𝜆 𝑠2 𝜙∗ 𝛼, 𝑦, 𝑠 − 𝜆 𝜙 𝛼, 𝑦, 0 − 𝜆 𝜙𝑡(𝛼, 𝑦, 0). (24) Applying the transformed initial conditions we get: − 𝛼2 σ∗ 𝛼, 𝑦, 𝑠 + σ∗ 𝑦𝑦 𝛼, 𝑦, 𝑠 − 𝜇2 𝑠2 σ∗ 𝛼, 𝑦, 𝑠 = 𝜆 𝑠2 𝜙∗ 𝛼, 𝑦, 𝑡 − 𝜆 𝜙𝑡(𝛼, 𝑦, 0). (25) 𝜙𝑡(𝛼, 𝑦, 0)is computed using Eq. (21) to get: 𝜙𝑡 𝛼, 𝑦, 0 = −𝑘 𝐼0ⅇⅈ 𝑎 𝛼 , so that Eq. (25) becomes, σ∗ 𝑦𝑦 𝛼, 𝑦, 𝑡 − 𝛼2 + 𝜇2 𝑠2 σ∗ 𝛼, 𝑦, 𝑡 = − 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+ 𝑠 𝑘 + 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 . (26) Therefore, the solution is σ∗ 𝛼, 𝑦, 𝑠 = 𝐶 𝛼 𝑒− 𝛼2+𝜇2 𝑠2 𝑦 + 𝐷 𝛼 𝑒 𝛼2+𝜇2 𝑠2 𝑦 + 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 . (27) Using the boundary condition in Eq. (7) we deduce that 𝐷(𝛼) = 0. Hence, σ∗ 𝛼, 𝑦, 𝑠 = 𝐶(𝛼) 𝑒− 𝛼2+𝜇2 𝑠2 𝑦 + 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 . (28) We now transform the boundaries in Eq. (6) as follows: σ 𝑥, 0, 𝑡 = 0, −∞ < 𝑥 < 0, 𝑡 ≥ 0 ⇒ σ∗ − 𝛼, 0, 𝑠 = 0 (29) σ 𝑦 𝑥, 0, 𝑡 = 0, 0 < 𝑥 < ∞, 𝑡 ≥ 0 ⇒ σ− ∗′ 𝛼, 0, 𝑠 = 0 (30) where{ ′ } denotes the derivative of σ∗ with respect to𝑦. So that, σ∗ + 𝛼, 0, 𝑠 = 𝐶(𝛼) + 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 (31) and σ∗′ − 𝛼, 0, 𝑠 = − 𝐶 𝛼 𝛼2 + 𝜇2 𝑠2. (32) Then, Eq. (31) and Eq. (32) give: σ∗ + 𝛼, 0, 𝑠 = − σ− ∗′ 𝛼,0,𝑠 𝛼2+𝜇2 𝑠2 + 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 . (33) This equation (33) which holds in the strip 𝜏_ < 𝜏 < 𝜏+ is the Wiener-Hopf equation. However, the unknown functions σ∗ + and σ− ∗′ satisfying Eq. (33) are analytic in the upper (𝜏_ < 𝜏) and lower (𝜏 < 𝜏+) half planes respectively. The solution of this equation (33) is presented in the next section. VI. Solution of the Wiener-Hopf Equation The goal here, is to have the terms in Eq. (33) to be either analytic in the upper half plane or lower half plane. This goal is achieved by decomposing or factoring the mixed terms in that equation using the theorems given in [11]. Now, let 𝑀 𝛼 = 1 𝛼2+𝜇2 𝑠2 , then𝑀 𝛼 can be factorized as follows, 𝑀 𝛼 = 𝑀+ 𝛼 𝑀− 𝛼 . However, by choosing a suitable branches for the square roots in such a way that 1 𝛼+𝑖𝜇𝑠 is analytic in the upper half plane (𝜏 > 𝜏_), with 𝜏_ > 𝐼𝑚(−𝑖𝜇𝑠). Similarly, 1 𝛼−𝑖𝜇𝑠 is analytic in the lower half plane (𝜏 < 𝜏+), with𝜏+ < 𝐼𝑚(𝑖𝜇𝑠). We then deduce that:
  • 4. Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source DOI: 10.9790/5728-11651925 www.iosrjournals.org 22 | Page 𝑀+ 𝛼 = 1 𝛼 + 𝑖𝜇𝑠 , analytic in 𝜏 > 𝜏− 𝑀− 𝛼 = 1 𝛼 − 𝑖𝜇𝑠 . analytic in 𝜏 < 𝜏+ . In the same way, we put 𝑁 𝛼 = 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 . Then Eq. (32) becomes: σ∗ + 𝛼, 0, 𝑠 = −σ− ∗′ 𝛼, 0, 𝑠 𝑀+ 𝛼 𝑀− 𝛼 + 𝑁 𝛼 . (34) Now, dividing Eq. (33) by 𝑀+ 𝛼 to get, σ∗ + 𝛼,0,𝑠 𝑀+ 𝛼 = −σ− ∗′ 𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑁 𝛼 𝑀+ 𝛼 . (35) In Eq. (35), we only have 𝑁 𝛼 𝑀+ 𝛼 as a mixed term. We further decompose this mixed term using the decomposition theorem (see Noble [11], page 13) to get: 𝑃 𝛼 = 𝑁 𝛼 𝑀+ 𝛼 = 𝑃+ 𝛼 + 𝑃− 𝛼 , where𝑃+ 𝛼 and𝑃− 𝛼 are given to be : 𝑃+ 𝛼 = 1 2𝜋𝑖 𝑁 𝑧 𝑀+ 𝑧 1 𝑧−𝛼 𝑑𝑧 ∞+𝑖𝑐 −∞+𝑖𝑐 (36) and 𝑃+ 𝛼 = −1 2𝜋𝑖 𝑁 𝑧 𝑀+ 𝑧 1 𝑧−𝛼 𝑑𝑧 ∞+𝑖𝑑 −∞+𝑖𝑑 , (37) respectively, where 𝑐 and 𝑑 are chosen to be within the strip or analyticity. That is,𝜏− < 𝑐 < 𝜏 < 𝑑 < 𝜏+. However, 𝑃+ 𝛼 is given in the Appendix I. Finally, Eq. (35) becomes: σ∗ + 𝛼,0,𝑠 𝑀+ 𝛼 − 𝑃+ 𝛼 = −σ− ∗′ 𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑃− 𝛼 . (38) We now define 𝐸 𝛼 as, 𝐸 𝛼 = σ∗ + 𝛼,0,𝑠 𝑀+ 𝛼 − 𝑃+ 𝛼 = −σ− ∗′ 𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑃− 𝛼 . (39) Then, Eq. (39) defines 𝐸 𝛼 only in the strip𝜏− < 𝜏 < 𝜏+ .The second part of the equation is defined and analytic in 𝜏 > 𝜏_ , and the third part is defined and analytic in 𝜏 < 𝜏+. Hence by analytic continuation we can define 𝐸 𝛼 over the whole 𝛼-plane and we write: 𝐸 𝛼 = σ∗ + 𝛼,0,𝑠 𝑀+ 𝛼 − 𝑃+ 𝛼 , 𝜏 > 𝜏_ −σ− ∗′ 𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑃− 𝛼 , 𝜏 < 𝜏+ σ∗ + 𝛼,0,𝑠 𝑀+ 𝛼 − 𝑃+ 𝛼 = −σ− ∗′ 𝛼, 0, 𝑠 𝑀− 𝛼 + 𝑃− 𝛼 , 𝜏− < 𝜏 < 𝜏+. (40) Now, Eq. (40) defines an entire function 𝐸 𝛼 in the whole 𝛼-plane. Moreover, it can be shown from the asymptotic behavior of 𝐸 𝛼 which vanishes when |𝛼| → ∞, that is 𝐸 𝛼 is bounded. Hence, we deduce that by the extended form of Liouville’s theorem that 𝐸 𝛼 is zero. Thus, from Eq. (36) we get, σ∗ + 𝛼,0,𝑠 𝑀+ 𝛼 − 𝑃+ 𝛼 = 0, which gives, σ∗ + 𝛼, 0, 𝑠 = 𝑀+ 𝛼 𝑃+ 𝛼 . (41) Eq. (31) and (32) give: 𝐶 𝛼 = σ∗ + 𝛼, 0, 𝑠 − 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 + 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 , and thus, 𝐶 𝛼 = 𝑀+ 𝛼 𝑃+ 𝛼 − 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 + 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 , (42) Therefore, the thermal stress in Eq. (28) is given by
  • 5. Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source DOI: 10.9790/5728-11651925 www.iosrjournals.org 23 | Page σ∗ 𝛼, 𝑦, 𝑠 = 𝑀+ 𝛼 𝑃+ 𝛼 − 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠 + 𝛽 𝛼2 + 𝜇2 𝑠2 𝛼2 + 𝑠 𝑘 + 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2 + 𝜇2 𝑠2 𝑒− 𝛼2+𝜇2 𝑠2 𝑦 + 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠 + 𝛽 𝛼2 + 𝜇2 𝑠2 𝛼2 + 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2 + 𝜇2 𝑠2 . (43) VII. Closed form of the thermal-stress From Eq. (43) we have: σ∗ 𝛼, 𝑦, 𝑠 = 𝑀+ 𝛼 𝑃+ 𝛼 − 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 + 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 𝑒− 𝛼2+𝜇2 𝑠2 𝑦 + 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 . This solution can be used to determine the overall stress effect of the body in the transformed domain. The inverse Laplace transform and the inversion Fourier transform can then be used to obtain the thermal stress σ 𝑥, 𝑦, 𝑡 at given 𝑥, 𝑦, 𝑡 . Thus, σ 𝑥, 𝑦, 𝑡 = 1 4𝜋2 𝑖 𝑀+ 𝛼 𝑃+ 𝛼 − 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 + 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 𝑒− 𝛼2+𝜇2 𝑠2 𝑦 + 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − ∞ −∞ 𝑖∞+𝑐 −𝑖∞+𝑐 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼𝛼2+𝜇2𝑠2𝑒−𝑖𝛼𝑥𝑒𝑠𝑡𝑑𝛼 𝑑𝑠. (44) These integrals in Eq. (44) give the closed form solution of the thermal stress. Evaluation of these integrals analytically is not easy task. This is due to the multiple valued functions resulting from the square roots in the integrand. Moreover, the singularity at infinity is not isolated, and hence we can’t use the residue at infinity to evaluate such integrals. However, the contribution of the poles is investigated in the Appendix II. References [1]. Carslaw, H., and Jaeger, J.C., The Conduction of Heat in Solids, 2nd edition, Clarendon Press, Oxford 1959. [2]. Hunter, S.C., Mechanics of Continuous Media, Ellis Horwood Limited, Chichester, 1984. [3]. Yilbas, B.S., Laser Heating Applications: Analytical Modelling, Elsevier, 2012. [4]. Evans, D.V., A Note on the Cooling of a Cylinder Entering a Fluid, IMA Journal of Applied Mathematics 33, 49-54, 1984. [5]. Chakrabarti, A., The sputtering temperature of a cooling cylindrical rod with an insulated core, Applied Scientific Research 43, 107- 113, 1986. [6]. Georgiadis, H.G., Barber, J.R. and Ben Ammar, F., An asymptotic solution for short time transient heat conduction between two dissimilar bodies in contact, Quart. J. Math. 44(2), 303-322, 1991. [7]. Chakrabarti, A., and Bera, R.K., The sputtering temperature of a cooling cylindrical rod without and with an insulated core in a two-fluid medium, J. Austral. Math. Soc. Ser. B 38, 87-100, 1996. [8]. Zaman, F.D., Heat conduction across a Semi Infinite Interface in a Layered Plate, Utilitas Mathematica 43pp. 89-96, 1993. [9]. Zaman, F.D., and Al-Khairy, R., Cooling of a layered plate under mixed conditions, J. Appl. and Stochastic Analysis, 13:2, 197- 206, 2000. [10]. Jones, D.S., A simplifying technique in the solution of a class of diffraction problems, Quart. J. Math. (2) 3, 189-196, 1952. [11]. Noble, B., Methods based on the Wiener-Hopf Technique, Second Edition, Chelsea Publishing Company, New York 1958. Appendices Appendix I:Decomposition of 𝑷+ 𝜶 Recall, 𝐾 𝛼 𝑀+ 𝛼 = 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼+𝑖𝜇𝑠 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼+𝑖𝜇𝑠 𝛼2+𝜇2 𝑠2 . From Eq. (36) we have, 𝑃+ 𝛼 = 1 2𝜋𝑖 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝑧 𝑠+𝛽 𝑧+𝑖𝜇𝑠 𝑧2+𝜇2 𝑠2 𝑧2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝑧+𝑖𝜇𝑠 𝑧2+𝜇2 𝑠2 1 𝑧−𝛼 𝑑𝑧 ∞+𝑖𝑐 −∞+𝑖𝑐 . (A.1) For this, let’s consider the following closed contour 𝛾 = (−∞ + 𝑖𝑐 , ∞ + 𝑖𝑐 ) ∪ 𝐶 𝑅 + , where 𝐶 𝑅 + is the semi-circle in the upper half plane since𝑎 > 0. Now, let
  • 6. Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source DOI: 10.9790/5728-11651925 www.iosrjournals.org 24 | Page 𝐺 𝑧 = 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝑧 𝑠+𝛽 𝑧+𝑖𝜇𝑠 𝑧2+𝜇2 𝑠2 𝑧2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝑧+𝑖𝜇𝑠 𝑧2+𝜇2 𝑠2 1 𝑧−𝛼 , then, 𝐺 has the following simple poles which lie inside 𝛾, 𝑧 = 𝛼 , 𝑧 = 𝑖𝜇𝑠 and 𝑧 = 𝑖 𝑠 𝑘 . Therefore, 𝐺 𝑧 = . 𝛾 𝐺 𝑧 + ∞+𝑖𝑐 −∞+𝑖𝑐 𝐺 𝑧 = 𝑅𝑒𝑠[𝐺 𝑧 , 𝑧 𝑘]3 𝑘=1 . 𝐶 𝑅 + , The integral over 𝐶 𝑅 + vanishes due to Jordan Lemma. Hence, 𝑃+ 𝛼 = 𝑅𝑒𝑠[𝐺 𝑧 , 𝑧 𝑘]3 𝑘=1 which is given by, 𝑃+ 𝛼 = ⅈⅇ −𝑎 𝑠 𝑘 𝐼0 𝑘2 𝑠 𝑘 𝜆2 ⅈ 𝑠 𝑘 +𝑠𝜇 2 𝑠 𝑘 +ⅈ𝛼 𝑠+𝛽 𝑠 𝑘 +𝑠𝜇 −1+𝑘𝑠 𝜇2 − ⅇ−𝑎𝑠𝜇 𝐼0 𝜆 ⅈ𝑠𝜇 −𝑠−𝛽+𝑘𝑠𝜆 +𝑘𝑠2 𝜇2+𝑘𝑠𝛽 𝜇2 2 2𝑠2 𝑠+𝛽 𝜇2 −𝛼+ⅈ𝑠𝜇 −1+𝑘𝑠 𝜇2 + ⅇⅈ𝑎𝛼 𝐼0 𝜆 𝑠2+𝑘𝑠 𝛼2+𝑠𝛽+𝑘𝛼2 𝛽−𝑘𝑠2 𝜆 𝑠+𝑘 𝛼2 𝑠+𝛽 𝛼+ⅈ𝑠𝜇 𝛼2+𝑠2 𝜇2 (A.2) Appendix II:Thermal-stress due to the poles contributions The integrals in Eq. (44) can be treated individually as follows: Let 𝐺(𝛼) = 𝑀+ 𝛼 𝑃+ 𝛼 − 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 + 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 𝑒− 𝛼2+𝜇2 𝑠2 𝑦 + 𝜆 𝑠2 𝐼0 𝑒 𝑖 𝑎 𝛼 𝑠+𝛽 𝛼2+𝜇2 𝑠2 𝛼2+ 𝑠 𝑘 − 𝜆 𝑘 𝐼0ⅇⅈ 𝑎 𝛼 𝛼2+𝜇2 𝑠2 , then𝐺 𝛼 has two simple poles at: 𝛼 = 𝑖 𝑠 𝑘 and 𝛼 = − 𝑖 𝑠 𝑘 . Thus, we then have, σ 𝑥, 𝑦, 𝑠 = 1 2𝜋 𝐺 𝛼 ∞ −∞ 𝑒−𝑖𝛼𝑥 = 𝑅𝑒𝑠 𝐺 𝛼 ,− 𝑖 𝑠 𝑘 , 𝑥 > 0 𝑅𝑒𝑠 𝐺 𝛼 , 𝑖 𝑠 𝑘 . 𝑥 < 0 Finding, we get: σ 𝑥, 𝑦, 𝑠 = ⅇ 𝑎 𝑠 𝑘 − 𝑠 𝑘 𝑥 −𝑦 𝑠 −1+𝑘𝑠 𝜇 2 𝑘 𝐼0 𝑠2 𝜆2 1+ⅈ 𝑠 𝑘 −ⅈⅇ 𝑦 𝑠 −1+𝑘𝑠 𝜇 2 𝑘 𝑠 𝑘 + 𝑘 𝑠 𝑘 𝜇−ⅈ𝑘𝑠 𝑠 𝑘 𝜇2+ⅈⅇ 𝑦 𝑠 −1+𝑘𝑠 𝜇 2 𝑘 𝑘𝑠 𝑠 𝑘 𝜇2 2 𝑠+𝛽 − 𝑠 𝑘 +𝑠𝜇 2 𝑠 𝑘 +𝑠𝜇 2 , if𝑥 > 0 (A.3) and σ 𝑥, 𝑦, 𝑠 = ⅈⅇ −𝑎 𝑠 𝑘 + 𝑠 𝑘 𝑥−𝑦 𝑠 −1+𝑘𝑠 𝜇 2 𝑘 × −1+ⅇ 𝑦 𝑠 −1+𝑘𝑠 𝜇 2 𝑘 𝐼0 𝑠2 𝑠 𝑘 𝜆2 𝑠 𝑘 +3𝑠𝜇 + 3𝑘𝑠 𝑠 𝑘 𝜇2+𝑘𝑠2 𝜇3 2 𝑠+𝛽 𝑠 𝑘 −𝑠𝜇 𝑠 𝑘 +𝑠𝜇 4 . if𝑥 < 0 (A.4) Eq. (A.3) and (A.4) are in the Laplace domain, and the only pole that these equations have in 𝑠 domain is at 𝑠 = −𝛽. Therefore, we get:
  • 7. Thermal Stress in a Half-Space with Mixed Boundary Conditions due to Time Dependent Heat Source DOI: 10.9790/5728-11651925 www.iosrjournals.org 25 | Page σ 𝑥, 𝑦, 𝑡 = ⅇ −𝑡𝛽 +𝑎 − 𝛽 𝑘 −𝑥 − 𝛽 𝑘 −𝑦 𝛽 1+𝑘𝛽 𝜇 2 𝑘 𝐼0 𝛽2 𝜆2 1+ⅈ − 𝛽 𝑘 −ⅈⅇ 𝑦 𝛽 1+𝑘𝛽 𝜇 2 𝑘 − 𝛽 𝑘 + 𝑘 − 𝛽 𝑘 𝜇+ⅈ𝑘𝛽 − 𝛽 𝑘 𝜇2− ⅈⅇ 𝑦 𝛽 1+𝑘𝛽 𝜇 2 𝑘 𝑘𝛽 − 𝛽 𝑘 𝜇2 2 − − 𝛽 𝑘 +𝛽𝜇 2 − 𝛽 𝑘 +𝛽𝜇 2 if𝑥 > 0 (A.5) and σ 𝑥, 𝑦, 𝑡 = − ⅈⅇ −𝑡𝛽 −𝑎 − 𝛽 𝑘 +𝑥 − 𝛽 𝑘 −𝑦 𝛽 1+𝑘𝛽 𝜇 2 𝑘 × −1+ⅇ 𝑦 𝛽 1+𝑘𝛽 𝜇 2 𝑘 𝑖𝛽2 − 𝛽 𝑘 𝜆2 − − 𝛽 𝑘 +3𝛽𝜇 + 3𝑘𝛽 − 𝛽 𝑘 𝜇2−𝑘𝛽2 𝜇3 2 − 𝛽 𝑘 −𝛽𝜇 4 − 𝛽 𝑘 +𝛽𝜇 if 𝑥 < 0. (A.6)