Higher Order Generalized Thermoelastic Model with Memory Responses
in Nonhomogeneous Elastic Medium due to Laser Pulse
SOUMEN SHAW1,*, AKTAR SEIKH2
1Department of Mathematics,
Dinabandhu Andrews College, Kolkata-700084,
INDIA
2Indian Institute of Engineering Science and Technology,
Shibpur, Howrah-711103,
INDIA
*Corresponding Author
Abstract: - The present article deals with the thermoelastic behavior of a nonhomogeneous isotropic material. This
study is carried out in the context of an advanced thermoelastic model involving a higher order memory dependent
derivative (MDD) with dual time delay terms. The thermoelastic interactions and evolved stresses into the medium
are analyzed subject to external mechanical load as well as laser-type heat source. It is observed that the material
moduli of the medium have a significant impact on its thermodynamic behavior. The analytical expression of the
field functions is obtained in the integral transform domain. To know the nature of the field functions in the space-
time domain, a discretized form of the inverse integral transformations is applied and depicted graphically for
various kernel functions and empirical constants.
Key-Words: - Nonhomogeneous medium, memory-dependent derivative, fractional derivative, generalized
thermoelasticity, material moduli, continuous load, instantaneous load.
1 Introduction
A conventional method that has been widely used to
investigate the thermoelastic behavior of a material is
Fouriers law of heat conduction. Even though
Fouriers law is well established, it predicts the
infinite speed of propagation of thermal signals, and
one of its potential drawbacks is its accuracy, which
leads to failure in situations involving incredibly low
temperatures, extremely high heat flow, and very
short periods. To surmount the drawbacks, various
modified generalized thermoelasticity models have
been introduced. The hyperbolic type heat transport
equation present in generalized thermoelasticity
theory predicts that thermal signals will propagate
with a finite speed in a wavelike fashion. Numerous
generalized thermoelasticity models have been
developed by different researchers, the widely
acceptable models are mentioned in the articles, [1],
[2], [3], [4], [5], [6], [7], etc. Under different kinds of
circumstances, the unique property of the solutions
was established by many researchers, [8], [9], [10].
The monograph, [11], describes a brief history of
generalized thermoelasticity. The Dual-phase lag
model, which was proposed by Tzou, is one of these
newly presented models. [12], introduced a three
phase lag generalized thermoelasticity model.
Recently, a modified G-L theory with strain rate has
been introduced in the article [13] and a modified L-
S theory with decomposed heat flux has been
introduced in [14].
Non-homogeneous properties of the material
moduli played an important role in the field of
mechanics. Variation in temperature distribution is
another significant domain and received great
attention in the industry connection with the rapid
growth of society. Material response at low
temperatures and at high flux rates is extremely
important in fields like the aviation industry, nuclear
explosion, etc. In the thermoelastic domain, most of
Received: April 14, 2023. Revised: February 17, 2024. Accepted: March 11, 2024. Published: April 17, 2024.
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the researchers studied deformation and temperature
distribution based on the medium having constant
material moduli. Discarding the influence of elastic
deformation of the medium as well as the temperature
variations on the material moduli leads the analysis
towards a smaller region in terms of applicability.
Practically, the material moduli viz., modulus of
elasticity, thermal conductivity, and coefficient of
linear thermal expansion is no longer constant in the
high-temperature range, [15]. By considering
temperature-dependent properties, Noda, in his article
[16], examined the characteristics of thermal stresses
in a thermoelastic material. [17], dealt with a
generalized thermoelastic problem by taking the
dependency of material moduli on the reference
temperature. The [18], reports that mechanical
rigidity and chemical inertness varies with the
temperature dependence of Young’s modulus of a
single-crystal diamond. Furthermore, Young’s
modulus of a Si-crystal plays an important role in
determining thermal stress inside the ingot during the
cooling process for crystal growth, [19].
In 2014, implementing the idea of derivatives
with sleeping intervals, Wang and Li developed the
idea of memory-dependent derivative in the
generalized thermoelasticity in terms of the fractional
derivative due to [20], [21], [22]. In this modern
generalized thermoelasticity model, the time delay
factor is conveniently used as the length of the
slipping time interval. The first order memory
dependent derivative can be expressed as an integral
form of a common derivative using a freely chosen
kernel function k(t ξ) on the sliding interval [t τ,t]
as follows:
where τ > 0 is the time delay.
Memory-dependent derivatives outperform
fractional order generalized thermoelasticity at
establishing the memory effect (the preceding state
affects the immediate rate of change). It is simple to
define in terms of the physical environment, and the
memory-dependent differential equation signifies a
higher level of expressiveness.
The heat transport equation has been modified in
the perspective of MDD. The differential equations
that emerge from using memory-dependent methods
are more effective in practical applications because
the definition of MDD is more intuitive in how
physical importance is observed. Other efforts have
recently been attempted to modify the conventional
Fourier law to improve on earlier models using
governing equations that incorporate higher-order
derivatives. In 2021, based on MDD, a new model of
generalized thermoelasticity has been proposed by
considering the time delay factor, [23]. An advanced
model in the field of thermoelasticity from the
perspective of higher order MDD with dual time
delay factors has been introduced in [24]. The
Memory-dependent derivatives in magneto-
thermoelastic transversely isotropic media with two
temperatures has been discussed in [25]. The impacts
of stiffness and memory on energy ratios at the
interface of different media have been investigated in
[26]. Thermal wave propagation in an unbounded
medium with a cavity has been discussed in [27].
Recently published few articles have shown
significant developments in-terms of capturing the
nonlocal response of the materials, [28], [29], [30],
[31], [32], [33], [34].
Moreover, several aspects of the thermoelastic
medium have been studied in [35], [36], [37], [38],
[39], [40]. Modified Moore–Gibson–Thompson on
rotating semiconductors and on orthotropic hollow-
cylinder have been studied in the articles [41], [42].
Recently quick thermal processes using an ultra-
short laser pulse are receiving attention from a
thermoelasticity viewpoint. The primary reason for
this attraction is that it requires a study of the coupled
temperature and deformation fields. This suggests
that the energy absorption of the laser pulse causes a
localized temperature increase that causes thermal
expansion and prompts fast reactions inside the
structure of the elements, increasing the vibration of
the structure. There have been several significant
studies on the impact of laser pulses on generalized
thermoelasticity, some of which are given in [43],
[44], [45], [46].
The main objective of the present article is to
analyze the impact of the inhomogeneity of material
characteristics interacting with generalized
thermoelastic models containing higher order
memory dependent derivatives. The homogeneity of
the medium varies in the form of variable material
moduli. The nature of the deformations and
distribution of the temperature are predicted through
this present analysis. The variation of stresses,
displacement, and temperature are depicted
graphically for different kernel functions and
empirical constants.
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2 Statement of the Problem
In the present problem, we are taking into
consideration a thermoelastic problem for an
isotropic medium with a laser pulse heat source in the
x1 x3 plane.
The constitutive equation: The stress-strain-
temperature relation is given by [11],
 (1)
The equation of motion: The equation of motion in
absence of body force is given by [11],
󰇘 (2)
The heat conduction equation: The generalized
heat conduction equation from the perspective of
higher order memory-dependent derivative with dual
time delay factors as given in [24] is:
,
(3)
we shall take the heat Q input as given in [47].
Q(x1,x3,t) = I0J(t)g1(x1)g2(x3), (4)
where
Here r1, and ν0 are the radius of the beam and
absorption depth of heating energy respectively.
The operator
󰇛󰇜 is defined as:
(6)
with the kernel function k(t ξ) as:
󰇛󰇜
󰇛󰇜
󰇛󰇜



󰇣
󰇤
(7)
where ϵij is the strain component defined as:
is
Kronecker delta, γ = (3λ + 2µ)αt, λ and µ are
material moduli, αt is the coefficient of thermal
expansion, τij is the stress component, T is the
absolute temperature, T0 is reference temperature, Tˆ =
T T0, ρ is the material density, k is the coefficient of
thermal conductivity, τθ, and τq are two-time delay
factors. For the detailed discussion about the heat
conduction models on kernel functions, [48].
The equation (3) is simpler to comprehend in
terms of its physical significance, and the equivalent
differential equations based on memory dependence
have stronger expressive capabilities. When N1 = N2,
it represents a diffusive behavior, and when N2 = N1 +
1 it explains a wave behavior. For N1 = 1 and N2 = 2,
it gives a dual phase-lags model. In this case, the
system is exponentially stable when τq < 2τθ and
unstable when τq > 2τθ. For N1 = 2 and N2 = 2, it also
represents a dual phase-lags model. In this case, the
system is exponentially stable when τq > (2 )τθ.
Thus, the values of the parameters N1 and N2 are not
allowed to be selected arbitrarily but rather
accurately depending upon their stability.
3 Governing Equations
We shall consider the material moduli in the way
described below as given in [49].
γ = γtg(T), µ = µtg(T), λ = λtg(T) (8)
where g(T) is a dimensionless function of
temperature given by:
g(T) = 1 − αT0 (9)
where the α is the empirical material constant when
α = 0 it implies temperature independent material
moduli.
Now by introducing (1) and (8) in equation (2)
we have the following equations of motion:
(10)
where
(11)
We shall take the dimensionless quantities as follows:
(12)
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where
By introducing (12) in equations (10) and (11) the
following equations are obtained:
(13)
(14)
where and
The nondimensional form of the heat conduction
equation (3) becomes:
󰇭


󰇮󰇭


󰇮󰇗󰇗

(15)
where
Now we shall introduce the potential functions ϕ and
ψ as follows:
(16)
By introducing (16) in the equations (13),(14),
and (15) we obtained the following system of
equations:
, (17)
, (18)
󰇭


󰇮󰇭


󰇮󰇗󰇗

(19)
where


.
Now we shall introduce the Laplace transform
defined as:
󰇛󰇜󰇛󰇜
(20)
By applying the Laplace transform to the
memory-dependent derivative
we have:
󰇛󰇜󰇣󰇛󰇜󰇛󰇜
󰇤󰇛󰇜󰇛󰇜 (21)
where
)
(22)
Now by taking the Laplace transform on both
sides of equations(17),(18), and(19) and considering
homogeneous initial conditions the following system
of equations is obtained :
(23)
(24)
Now we shall use the Fourier transform as
described below:
(26)
(26)
By applying the Fourier transform on both sides
of equations (23), (24) and (25) we obtained the
following system of equations:
󰇛󰇜, (27)
󰇛󰇜, (28)
󰇛󰇜󰇛󰇜󰇛󰇜󰇛󰇜, (29)
where
, 󰇛󰇜, 󰇡
󰇢, 󰇡
󰇢,
, 󰇛󰇜
, 󰇛󰇜󰇡
󰇢.
Thus, ϕ˜ satisfies the following ODE:
,
(30)
where are the roots of the equation:
m4 + (E1 d3 + d4)m2 − (E1d3 d4ζ2) = 0.
Here we assume that the solutions are bounded as
x3 and is not a root of the above quadratic
equation of m2. The solutions for ϕ˜, θ˜ and ψ˜ are
obtained as:
(31)
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(32)
(ζ,x3,s) = H3exp(−m3x3), (33)
where H1, H2, H3 are arbitrary,
,
Now introducing (20), (26) in (16) and using
(31), (33) we have the following solutions for
displacement components:
The nondimensional forms of shearing stress τ13
and normal stress τ33 are:


 (36)

󰇣

󰇤 (37)
Introducing (20), (26) in (36), (37) and using
(32), (34), (35) we have:
w
where
4 Mechanical Conditions
(i) τ13 acting on the plane x1 = constant, here x1 = 0,
along the direction of x3 axis. (ii) τ33 is the
longitudinal stress along x3 axis. On the line x3 =
0,
τ13 = 0,
θ = 0, (40) (40)
τ33 = −χ0δ(x1)χ(t)
where χ0 is a constant and δ(x1) is the Dirac-delta
function. It represents a point load with intensity χ0 at
the origin.
The applied mechanical loads can be
characterized based on the involved functions. For
example; (i) a continuous load:
(ii) a continuous point load:
For computational purposes, we shall consider
two different forms of loads in the equation (40) on
the boundary plane, as follows:
󰇛󰇜󰇛󰇜
󰇛󰇜 (41)
where H(t) is the Heaviside step function.
4.1 Continuous Load
In this case, after introducing (20), (26) in (40) we
obtained the following system of equations:
(42)
Using the matrix inverse method we have:
(43)
4.2 Impact Load
Here, in this case, we obtain the following system of
equations after introducing (20), (26) in (40):
N11H1 + N12H2 + N14 = 0
(44)
(45)
5 Numerical Analysis
The solutions have been determined in the Laplace-
Fourier transform domain and are functions of x3, as
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well as the parameters s and ζ. With the help of the
numerical inversion methods as described in [50],
[51], the solutions of temperature, displacement
components, and stress components in the physical
domain are obtained numerically. Numerical
simulations have been carried out based on
analytically determined solutions that illustrate the
nature of temperature, displacement components, and
stress components.
We consider a copper-like material for the
numerical purpose. The values of the used parameters
are as follows, [14]:
ρ = 8954 kg/m3, Cv = 383.1 m2/s2K, µt = 3.86 ×
1010N/m2, λt = 7.76 × 1010 N/m2, k = 386 W/mK, αt =
1.78 × 10−5 K−1, ν0 = 0.5 m−1, T0 = 293K, I0 = 105j, r1 =
100 µm, τq = 0.07s, τθ = 0.01s.
The nature of physical quantities for various
empirical constants and kernel functions are
presented graphically. For the case of various
empirical constants, the kernel function is taken as b
= 1, a = 1 in (7) whereas in the case of different
kernel functions the empirical constants have the
value α = 0.1, N1 = 5, N2 = 6.
To demonstrate the characteristics of temperature,
displacement components, and stress components
under continuous and impact loads in the presence of
a laser pulse heat source, numerical simulations are
performed.
5.1 The shearing Stress (τ13)
Figure 1, Figure 2, Figure 3 and Figure 4 in
Appendix show how the shearing stress (τ13) varies
under continuous and impact load in various
situations. Figure 1 and Figure 2 (Appendix) depict
characteristics of shearing stress (τ13) under
continuous load using various kernel functions and
various empirical constants respectively.
Figure 1 and Figure 2 (Appendix) clarify that the
shearing stress (τ13) under continuous load has a small
variation in 0 x3 0.5 and then varies highly in the
region 0.5 ≤ x3 ≤ 1.5. Thereafter in the region x3 > 1.5
it eventually vanishes.
Figure 3 and Figure 4 (Appendix) depict
characteristics of the shearing stress (τ13) under
impact load using different types of kernel functions
and various empirical constants respectively. Figure 3
and Figure 4 (Appendix) clarify that the shearing
stress (τ13) under impact load varies highly at the very
bottom of the x3 axis and then up to x3 = 1.5 it has a
significant variation. Eventually, the shearing stress
(τ13) converges to zero in the higher region x3 > 1.5.
5.2 The Normal Stress (τ33)
Figure 5, Figure 6, Figure 7 and Figure 8 (Appendix)
show how the normal stress (τ33) varies under
continuous and impact load in various situations.
Figure 5 and Figure 6 (Appendix) show the
characteristics of the normal stress (τ33) under
continuous load, respectively, using different kernel
functions and empirical constants.
It is noticed from Figure 5 and Figure 6
(Appendix) that the normal stress (τ33) under
continuous load varies slowly in the region 0 x3
0.5 and then it has a large variation in the region 0.5
x3 1.5. Thereafter in the region x3 > 1.5 the
normal stress (τ33) eventually goes to zero.
Figure 7 and Figure 8 (Appendix) depict, using
different kernel functions and different empirical
constants, the characteristics of the normal stress
(τ33) under impact load. It is noticed from Figure 7
and Figure 8 (Appendix) that the normal stress (τ33)
under impact load varies significantly in the region 0
x3 0.5 and then it varies rapidly in the region 0.5 ≤
x3 1.5. Thereafter in the region x3 > 1.5 the normal
stress (τ33) eventually goes to zero.
5.3 The Displacement Component u1
The nature of the displacement component u1 varies
under continuous load and impact load in various
situations, as shown in Figure 9, Figure 10, Figure 11
and Figure 12 (Appendix).
Figure 9 and Figure 10 (Appendix) illustrate the
nature of the displacement component u1 under
continuous load, respectively, using different kernel
functions and different empirical constants. It is
clarified from Figure 9 and Figure 10 (Appendix) that
the displacement component u1 under continuous load
gradually varies in the region 0 x3 0.5 and then
variations occur quickly in 0.5 x3 1.5. After that,
the displacement component u1 ultimately converges
to zero in the higher region x3 > 1.5.
From Figure 11 and Figure 12 (Appendix) it is
clarified that under the impact load, the displacement
component u1 gradually decreases in the very lower
region of x3 thereafter up to x3 = 1.5 the displacement
component u1 varies highly. After that, the
displacement component u1 ultimately converges to
zero in the higher region x3 > 1.5.
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5.4 The Displacement Component u3
Figure 13, Figure 14, Figure 15 and Figure 16
(Appendix) illustrate the nature of the displacement
component u3 under continuous load and impact load
in various cases. Figure 13 and Figure 14 (Appendix)
describe the nature of the displacement component u3
under continuous load using different kernel
functions and empirical constants, respectively.
In Figure 13 and Figure 14 (Appendix), it has
been noticed that the displacement component u3
under continuous load has a slowly varying nature in
the region 0 x3 0.5, and then a rapid variation
occurs in the region 0.5 x3 1.5. Eventually, in the
higher region x3 > 1.5, the displacement component
u3 converges to zero.
Figure 15 and Figure 16 (Appendix) describe the
nature of the displacement component u3 under
impact load using different kernel functions and
empirical constants, respectively. In Figure 15 and
Figure 16 (Appendix), it has been noticed that in 0
x3 < 1, the displacement component u3 under impact
load firstly increases to a higher magnitude thereafter
it varies slowly. In 1 x3 2, the displacement
component u3 varies rapidly thereafter in the higher
region x3 > 2 it finally converges to zero.
5.5 The Temperature (θ)
Figure 17, Figure 18, Figure 19 and Figure 20
(Appendix) describe the nature of the temperature (θ)
varies under continuous load and impact load for
various cases. Figure 17 and Figure 18 (Appendix)
describe the nature of the temperature (θ) under
continuous load using various kernel functions and
various empirical constants, respectively.
In Figure 17 and Figure 18 (Appendix) it is
observed that under continuous load, in 0 x3 0.8
the temperature (θ) has a small variation, and then in
0.8 < x3 1.5 it varies rapidly. Finally, in the higher
region x3 > 1.5, the temperature (θ) eventually goes to
zero.
Figure 19 and Figure 20 (Appendix) describe the
nature of the temperature (θ) under impact load using
different kernel functions and empirical constants,
respectively. In Figure 17 and Figure 18 (Appendix)
it is noticed that in 0 x3 0.8 the temperature (θ)
varies slowly thereafter in the region 0.8 < x3 1.5 it
has high variation. Finally, in the higher region, x3 >
1.5 the temperature (θ) goes to zero.
5.6 Effects of Kernel Functions and Empirical
Constants
The considered empirical constant and different
kernel functions have their advantages in the analysis
of thermal thermal deformation of the solids, [52],
[53]. Three different kernel functions are used in the
current study. The findings are demonstrated clearly.
The identical behavior of all the thermodynamic field
functions is an important and notable fact. Moreover,
all the field variables depend significantly on the
kernel functions as well as an empirical constant in
the analysis of thermoelasticity. These findings show
that different kernel function structures reflect
various memory influences, allowing one to select a
kernel function that improves the effects of the MDD.
6 Conclusions
In this study, a non-homogeneous thermoelastic
medium under mechanical loads with a laser pulse
type heat source has been considered. Non-
homogeneity with temperature-dependent material
moduli responses has been investigated in the context
of an advanced thermoelasticity model involving
dual time delay factors and higher order memory-
dependent derivatives.
The evaluation of theoretical and numerical
results can lead to the following conclusions:
i) The kernel functions and empirical constants
have a significant impact on the physical
quantities, therefore their selection can be
made on the situation as well as the
requirement.
ii) In the case of instantaneous load (impact load),
when values of the elastic moduli are decreased
deformations and temperature fluctuations
increase. Thus, the values of the materials’
elastic moduli are inversely proportional to the
entropy changes of the system. In the case of
continuous load, this phenomenon is observed
steadily.
iii) All of the computed results indicate that the
physical quantities are non-zero in a finite zone
and converge to zero at the outside of that
region. This property of the physical quantities
leads to the characteristics of the behavior of
the hyperbolic type thermoelasticity models.
iv) Thermoelastic model with Non-linear kernel
function can predict more accurate values of
the field functions.
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v) Higher-order differential parameters have a
considerable influence on all of the field
variables under investigation.
The present study may be applicable in various
fields in the aviation industry and places where the
deformation of the medium varies widely with
temperature. This analysis can be extended in the
nonlinear deformation of continuum solid as well as
non-Fourier thermal conduction environment.
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Soumen Shaw, Aktar Seikh
E-ISSN: 2224-3429
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Volume 19, 2024
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E-ISSN: 2224-3429
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Volume 19, 2024
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109.
Contribution of Individual Authors to the
Creation of a Scientific Article (Ghostwriting
Policy)
- Soumen Shaw and Aktar Seikh carried out the
theoretical model and simulation.
- Aktar Seikh has implemented the Algorithm in
MatLab.
- Soumen Shaw has organized from the formulation
of the problem to the final findings and solution.
Sources of Funding for Research Presented in a
Scientific Article or Scientific Article Itself
Author(s) thankfully acknowledges Department of
Science and Technology-INSPIRE, Government of
India (No. DST/INSPIRE
Fellowship/2017/IF170307) for the financial support
to carry out this research work.
Conflict of Interest
The authors declare that there is no conflict of
interest.
Creative Commons Attribution License 4.0
(Attribution 4.0 International, CC BY 4.0)
This article is published under the terms of the
Creative Commons Attribution License 4.0
https://creativecommons.org/licenses/by/4.0/deed.en_
US
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APPENDIX
Fig. 1: Shear stress distribution on continuous load
for different kernel functions at t = 0.25
Fig. 2: Shear stress distribution on continuous load
for different values of α at t = 0.25
Fig. 3: Shear stress distribution on impact load for
different kernel functions at t = 0.25
Fig. 4: Shear stress distribution on impact load for
different values of α at t = 0.25
0
0.5
1
1.5
2
2.5
3
3.5
4
4
3
2
1
0
1
2
3
x
axis
St
re
ss
(
τ
13
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
4
3
2
1
0
1
2
3
4
x
axis
St
re
ss
(
τ
13
)
b=1, a=1
b=0, a=1/2
b=0, a=0
0
0.5
1
1.5
2
2.5
3
3.5
4
2
1.5
1
0.5
0
0.5
1
1.5
x
axis
St
re
ss
(
τ
1
3
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
2
1.5
1
0.5
0
0.5
1
x
axis
St
re
ss
(
τ
13
)
b=1, a=1
b=0, a=1/2
b=0, a=0
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Volume 19, 2024
Fig. 5: Normal stress distribution on continuous load
for different kernel functions at t = 0.25
Fig. 6: Normal stress distribution on continuous load
for different values of α at t = 0.25
Fig. 7: Normal stress distribution on impact load for
different kernel functions at t = 0.25
Fig. 8: Normal stress distribution on impact load for
different values of α at t = 0.25
0
0.5
1
1.5
2
2.5
3
3.5
4
2
1
0
1
2
3
4
x
axis
St
re
ss
(
τ
33
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
3
2
1
0
1
2
3
x
axis
St
re
ss
(
τ
33
)
b=1, a=1
b=0, a=1/2
b=0,a=0
0
0.5
1
1.5
2
2.5
3
3.5
4
1.5
1
0.5
0
0.5
1
1.5
2
2.5
x
axis
St
re
ss
(
τ
3
3
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
2
1.5
1
0.5
0
0.5
1
1.5
2
x
axis
St
re
ss
(
τ
3
3
)
b=1, a=1
b=0, a=1/2
b=0, a=0
WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS
DOI: 10.37394/232011.2024.19.3
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Volume 19, 2024
Fig. 9: Displacement component (u1) on continuous
load for different kernel functions at t = 0.25
Fig. 10: Displacement component (u1) on continuous
load for different values of α at t = 0.25
Fig. 11: Displacement component (u1) on impact load
for different kernel functions at t = 0.25
Fig. 12: Displacement component (u1) on impact load
for different values of α at t = 0.25
0
0.5
1
1.5
2
2.5
3
3.5
4
0.12
0.1
0.08
0.06
0.04
0.02
0
0.02
0.04
0.06
0.08
x
axis
Di
sp
la
ce
m
e
nt
(u
1
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
1
2
3
4
5
0.12
0.1
0.08
0.06
0.04
0.02
0
0.02
0.04
0.06
0.08
x
axis
Di
sp
la
ce
m
e
nt
(u
1
)
b=1, a=1
b=0, a=1/2
b=0, a=0
0
0.5
1
1.5
2
2.5
3
3.5
4
0.1
0.08
0.06
0.04
0.02
0
0.02
x
axis
Di
sp
la
ce
m
e
nt
(u
1
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
0.1
0.08
0.06
0.04
0.02
0
0.02
x
axis
Di
sp
la
ce
m
e
nt
(u
1
)
b=1, a=1
b=0, a=1/2
b=0, a=0
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Volume 19, 2024
Fig. 13: Displacement component (u3) on continuous
load for different kernel functions at t = 0.25
Fig. 14: Displacement component (u3) on continuous
load for different values of α at t = 0.25
Fig. 15: Displacement component (u3) on impact load
for different kernel functions at t = 0.25
Fig. 16: Displacement component (u3) on impact load
for different values of α at t = 0.25
0
0.5
1
1.5
2
2.5
3
3.5
4
0.15
0.1
0.05
0
0.05
x
axis
Di
sp
la
ce
m
en
t
(u
3
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
0.2
0.15
0.1
0.05
0
0.05
0.1
0.15
x
axis
Di
sp
la
ce
m
en
t
(u
3
)
b=1, a=1
b=0, a=1/2
b=0, a=0
0
0.5
1
1.5
2
2.5
3
3.5
4
0.08
0.06
0.04
0.02
0
0.02
0.04
x
axis
Di
sp
la
ce
m
en
t
(u
3
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
0.05
0.04
0.03
0.02
0.01
0
0.01
0.02
0.03
0.04
x
axis
Di
sp
la
ce
m
en
t
(u
3
)
b=1, a=1
b=0, a=1/2
b=0, a=0
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DOI: 10.37394/232011.2024.19.3
Soumen Shaw, Aktar Seikh
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Volume 19, 2024
Fig. 17: Temperature distribution on continuous load
for different kernel functions at t = 0.25
Fig. 18: Temperature distribution on continuous load
for different values of α at t = 0.25
Fig. 19: Temperature distribution on impact load for
different kernel functions at t = 0.25
Fig. 20: Temperature distribution on impact load for
different values of α at t = 0.25
0
0.5
1
1.5
2
2.5
3
3.5
4
1.5
1
0.5
0
0.5
1
1.5
x
axis
Te
m
p
er
at
ur
e
(
θ
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
4
3
2
1
0
1
2
3
x
axis
Te
m
pe
rat
ur
e (
θ
)
b=1, a=1
b=0, a=1/2
b=0, a=0
0
0.5
1
1.5
2
2.5
3
3.5
4
1.5
1
0.5
0
0.5
1
1.5
x
axis
Te
m
pe
ra
tu
re
(
θ
)
α
*
=0.1
α
*
=0.05
α
*
=0.005
0
0.5
1
1.5
2
2.5
3
3.5
4
2
1.5
1
0.5
0
0.5
1
1.5
2
x
axis
Te
m
pe
ra
tu
re
(
θ
)
b=1, a=1
b=0, a=1/2
b=0, a=0
WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS
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Soumen Shaw, Aktar Seikh
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Volume 19, 2024