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International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS)
Volume VI, Issue II, February 2017 | ISSN 2278-2540
www.ijltemas.in Page 47
BEM Solution for the Radiation BC Thermal Problem
with Adaptive Basis Functions
1
Raghu Kumar A Y, 2
M C Jagath, 3
Chandrasekhar B
1,2,3
Bangalore Institute of Technology, Bangalore
Abstract: In this work, heat transfer problems that have
Radiation boundary condition are addressed with a unique BEM
procedure. To address this, adaptive shape functions are defined
on the nodes in contrast to the standard BEM procedure. The
shape function are expandable to solve the complex mathematical
problems that arise in the solution of the equations. The solution
developed using the adaptive node shape functions are compared
with that of the conventional node basis shape function. The
shape functions yield comparable results with conventional node
basis shape function by reducing the computational time. Results
are plotted for several mesh sizes and the convergence study is
also made. Effort is made to improve the accuracy of the solution.
Finally, important conclusions are drawn and future scope is
defined.
Keywords: Boundary Element Methods, Heat transfer, Node
Based Basis Functions, Adaptive Basis Functions and Error
Analysis.
I INTRODUCTION
he Boundary Element Method [BEM] or the Boundary
Integral Equations [BIE] are popularly used to solve the
exterior or open region problems due to their capability of
encompassing the radiation boundary condition into Green’s
function. The problem with the exterior problem is, in order to
impose the radiation boundary condition on the boundary of
the problem domain, the space surrounding the object need to
be discretized as large as possible. The solution time becomes
enormously high as the number of discretization elements
increases. Therefore it becomes difficult to solve such
problems as the quantity of the elements grows.
Problems can be solved using BEM by discretizing only the
surface of the object instead of discretizing the whole space
around the object. For the surface of the object, boundary
conditions such as constant temperature boundary conditions,
heat flux boundary conditions etc. can be applied and the
radiation boundary conditions is not required, as the problem
formulation itself takes care of it in the form of the Green’s
function.
Selection of shape function play a critical role in obtaining the
accurate solution. In the BEM or BIE procedure, the shape
functions are referred as basis functions. One has flexibility to
define the basis functions on any of the geometrical entities.
Several geometric entities are formed when a surface of an
object is discretized into triangles. These entities are triangular
patches or faces, edges and nodes. The triangular patch
modeling for a closed surface results in certain number of
geometric entities. If Ne is the number of edges created on the
closed surface of the object, then it will have the number of
faces equal to 2Ne/3 and number of nodes equal to (Ne/3) +2.
That means,
Nf = 2Ne/3 and (1)
Nn = (Ne/3) + 2 (2)
The BEM solution offers flexibility so that one can define the
basis function on any of the geometric entity type. Edge, face
and node type’s basis functions are the basis functions defined
on edge, face and node respectively. After solving the integral
equations numerically, the resulting matrices are in the sizes of
Nn × Nn, Nf × Nf , and Ne × Ne respectively for the node type,
face type and edge type basis functions. For example, an object
of surface discretized into 6000 edges, then it results in 4000
faces and 2002 nodes. That means matrices are 6000 × 6000
for edge type, 4000 × 4000 for face type and 2002 × 2002 for
node type basis functions. Therefore computational complexity
of solving edge type and face type basis function is very high
as compared to solving it using node type basis function.
In this research an attempt has been made to solve the thermal
problem with another set of basis functions that is an extension
of node type basis functions by Raghu Kumar at al. [1]. These
new basis functions are called adaptive basis functions. These
functions are not used in the solution of the thermal problems;
but are widely used in electromagnetic and acoustic scattering
problems. Adaptive basis function was first introduced by
Chandrasekhar [3,4] and S.M Rao at al. [5,6] In this work, an
attempt has been made to extend the adaptive node basis
functions to solve the radiation boundary condition thermal
problems.
II BEM PROCEDURE
The resulting matrix obtained after numerical solution of
integral equations, has to be solved by any linear equation
solvers when node type basis functions are used.
If the resulting linear equation is
ZX = Y, (3)
T
International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS)
Volume VI, Issue II, February 2017 | ISSN 2278-2540
www.ijltemas.in Page 48
Then X can be found by
X = Z-1
Y (4)
Where iterative methods are used to obtain the inverse of the
matrix [Z]
If the Nn is the size of the matrix [Z], then the complexity in
solving the matrix [Z] is in the order of , which is big as
compared to the size of the matrix. The BEM solution results
in a full matrix instead of a sparse matrix or diagonal matrix.
In this article, attempt is made to generate the diagonal matrix
of matrix [Z] by defining the basis functions on the nodes. But
each of these basis functions are not defined on each node in
isolation, but each basis function is defined on a set of nodes
so that the resulting values in the matrix [Z] are always
diagonal; and off diagonal elements are either zero or near
zero.
By defining the basis functions spanning over several nodes
and by assigning appropriate weights, the total effect on any
other node can be reduced to zero. Thus producing a null field.
This type of basis function is known as adaptive basis function.
III DEVELOPMENT OF ADAPTIVE BASIS FUNCTIONS
Consider a cluster of nodes and let adaptive basis function to
be defined on main node ni. Six nodes are surrounding the
main node and have their own node type basis functions.
Boundary type of adaptive basis function is indicated in red
color in Fig 1. Let there are N basis functions in the cluster and
each node type basis function associated with weight is
designated as Nnn ,......,3,2,1,  .
Let there are Nn nodes on the surface of the object that resulted
from triangular patch modeling, and when choosing the
number of basis functions in the cluster, there is no limit on the
quantity, but it should be less than that of total number of node
basis functions on the surface. Null field is produced when
whole adaptive basis function is tested on any node outside the
cluster. It is not necessary that all the nodes chosen for testing
need to be chosen from outside the cluster. The testing node
should not be the main node and it can be even well within the
cluster.
The number of testing nodes to be chosen either equal to or
greater than the number of nodes in the cluster in order to find
the weights in the cluster. If the number of nodes in the cluster
is equal to number of testing nodes, it results in exact solution
for weights. It the number of testing nodes is greater than
cluster nodes, it results in an over determined system of linear
equations and one gets appropriate values for the weights that
satisfies all the linear equations.
Figure 1: Adaptive Basis Function on a Node
Weights can be evaluated using the below procedure:
Let main node is surrounded by N number of nodes in the
cluster, then total N+1 number of nodes are there in the cluster.
Let there be N weights associated to each of the surrounding
nodes designated by Nnn ,....,3,2,1,  which are to be
determined. Number of testing points to be at least N, since
there are N number of weights to be determined. Let N=6, then
nodes are designated as 21123 ,,,,  iiiiii nandnnnnn .
The designations given above are arbitrary. When tested on the
number of nodes Nn, it results in the following set of linear
equations.
0
1,1,1,1,,1,1,2,2,3,3,
0....................................................................................................
0
1,1,21,1,2,21,1,22,2,23,3,2
0
1,1,11,1,1,11,1,12,2,13,3,1































iiiNn
B
iiiNn
B
iNn
B
iiiNn
B
iiiNn
B
iiiNn
B
iii
B
iii
B
i
B
iii
B
iii
B
iii
B
iii
B
iii
B
i
B
iii
B
iii
B
iii
B



iNn
B
iiiNn
B
iiiNn
B
iiiNn
B
iiiNn
B
iiiNn
B
i
B
iii
B
iii
B
iii
B
iii
B
iii
B
i
B
iii
B
iii
B
iii
B
iii
B
iii
B
,1,1,1,1,1,1,2,2,3,3,
....................................................................................................
,21,1,21,1,21,1,22,2,23,3,2
,11,1,11,1,11,1,12,2,13,3,1

































This can be expressed in the matrix form as
    bB  (5)
International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS)
Volume VI, Issue II, February 2017 | ISSN 2278-2540
www.ijltemas.in Page 49
Where,
















2,2,3,
2,22,23,2
2,12,13,1
......
........................
......
......
iNniNniNn
iii
iii
BBB
BBB
BBB
B
(6)


















2,
2,
3,
......
ii
ii
ii



(7)















iNn
i
i
B
B
B
b
,
,2
,1
......
In other words,





































iNnB
iB
iB
ii
ii
ii
iNnBiNnBiNnB
iBiBiB
iBiBiB
,
......
,2
,1
2,
......
2,
3,
2,......2,3,
........................
2,2......2,23,2
2,1......2,13,1



(8)
The Eq. 8 need to be solved to get the values of the weights.
The elements of [B] and {b} can be computed using the
normal node type basis functions. The equation is an over
determined system of linear equations and least square
technique can be used to calculate the weights vector {Ʌ}
After calculating the weights λi,n, the ith
basis function can be
constructed as


N
n
nniii ffF
1
, (9)
It is possible to produce null field on every node except at ith
node by using Fi as the adaptive node basis function. Hence,
except the diagonal term, it produces whole ith
column of [Z]-
matrix as zero, or near zero. For each node, considering it as a
main node, the adaptive basis function need to be constructed,
i.e. Fi, i = 1, 2,….Nn has to be constructed and to calculate
matrix [Z], the corresponding elements of matrix [Z] should be
determined. After turning all the elements that are less than
threshold value to zero, the resulting Matrix [Z] is a diagonal
matrix. Since the matrix [Z] is a diagonal matrix the [Z]-1
can
be easily calculated.
The solution may or may not be accurate enough, once the
solution {X} is obtained from [Z]-1
× {Y}. The obtained
solution may not be accurate if the number of nodes in the
cluster is small. This is due to the reason that the off diagonal
elements in the [Z] may be higher than the threshold value and
hence may be a true diagonal matrix. Higher the number of
nodes in the cluster, lower the value of the off diagonal
elements in the matrix [Z]. When the number of nodes in the
cluster is small, there are two ways to get an accurate solution
in those cases. They are:
I. Increase the number of nodes in the cluster, but this
increases the computational time. It can be considered
as a good number if the number of nodes in the cluster
are higher than ~ 12% of total nodes on the surface of
the object.
II. To produce accurate and a faster solution, use the
solution obtained from the small number of nodes in
the cluster as an initial guess to solve the independent
node type basis function linear equation [Z]{X} = {Y}.
Features of Adaptive Node type basis functions:
The significant features of the adaptive node type basis
functions are:
1. The [Z] matrix is only diagonal and elements are
stored diagonally and hence the whole matrix need
not be stored.
2. The computational time required to solve the ZX = Y
is totally eliminated.
3. Only the N number of  coefficients need to be
stored for each node.
4. The nodes for the cluster need not be adjacent to the
main node.
5. All the nodes for the cluster need not be physically
present inside a boundary of the adaptive basis
function.
6. The obtained solution may not be accurate incase
number of nodes in the cluster is less than 12 %; but
this can be used to solve the independent node type
basis function solution as an initial guess. Still
additionally [Z] matrix of the independent node type
basis function solution need to be stored, but it is still
worth storing additional data when benefit in the
computational time is considered.
7. The time required to fill the [Z] matrix is an order less
than that required to invert it. The operations required
to fill a matrix for an object having Nn is Nn
2
and to
invert, it requires Nn
3
. With the usage of the adaptive
node type basis functions, the number of operations
required to invert the [Z] matrix is totally eliminated
and hence Nn
3
is saved. Therefore the solution is faster
than the independent node type basis function.
8. If the solution of the [Z] matrix that is based on the
adaptive node type basis function is used as an initial
International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS)
Volume VI, Issue II, February 2017 | ISSN 2278-2540
www.ijltemas.in Page 50
guess to solve the independent node type basis
function, one may have to additionally solve the
linear system of equations few times, which is still
worth doing when compared with the benefit one gets
since the inversion of [Z] matrix is totally eliminated.
IV NUMERICAL RESULTS
In this section, numerical results are presented for four cases of
the spheres. The sphere of radius is modeled with 4 sizes of the
mesh using triangular patch modeling. The temperature
distributions are computed using the BEM solution with node
basis functions and node based adaptive basis functions. Four
different temperatures are specified on the surface of the
sphere for four different cases.
Table 1: Model discretization using triangular patch modeling, Number of
basis functions in the cluster and Number of iterations for each model to
improve accuracy
Model
Name
Nodes Faces Edges
Number of basis functions
in the cluster
sp10X10 92 180 270 5 7 11 15 19
sp12X12 134 264 396 5 11 17 21 27
sp15X15 212 420 630 9 17 25 35 43
sp20X20 382 760 1140 15 32 47 61 77
Number of iterations 20 16 12 8 4
Table 1 shows the different models used in this work for
testing the solution. The models vary from just 92 nodes to 382
nodes on the surface. Since the basis functions are defined on
the nodes, the sizes of the matrices are 92×92, 134×134,
212×212 and 382×382 respectively for the cases of sp10×10,
sp12×12, sp15×15 and sp20×20. These are the sizes of the
matrices that will result if the basis functions are defined only
on one node. In this article, adaptive basis functions results are
compared with results of single node basis functions.
Table 1 shows the number of basis functions defined in the
cluster in various simulations. The number of basis functions
have to be chosen to be the nearest odd number that is close to
4%, 8%, 12%, 16% and 20% of the total number of nodes in
the surface. These simulations are run in order to assess the
improvement in the solution when the number of basis
functions are increased in the cluster.
The solution obtained using certain number of basis functions
may or may not be accurate enough and will definitely have
some deviation from the solution obtained using the single
node basis functions. Hence this deviation needs to be bridged.
The accuracy of the solution can be improved either by
increasing the number of basis functions in the cluster or by
using the solution obtained from the adaptive basis functions
as the seed solution to the iterative solution of the single node
basis function solution.
The number of iterations used to get faster and accurate
solution is shown in Table 1. Higher the number of basis
functions in the cluster, lower the number of iterations required
to get the accurate solutions. Conversely, lower the number of
basis functions used in the definition of the adaptive basis
function, higher the deviation it will have from the accurate
solution, and hence higher the number of iterations are
required to improve the accuracy.
Fig 2 shows the distribution of temperature for a model
sp10×10 up to distance of 10m from the surface of the sphere.
It can be seen from the plot as the number of basis functions
increase, the solution also improves its accuracy.
In Fig 2, single node basis functions are compared with
adaptive basis functions results. 5basis_20itr model indicates,
5 basis functions are chosen into cluster to define the adaptive
basis functions and 20 iterations are used to solve the single
node basis function solution with the adaptive basis function
solution. Similarly, other models also indicate the number of
basis functions in the cluster and the number of iterations used.
By observing the graph, 11 basis functions and 12 iterations
are the optimum combination of basis function iterations for
sp10×10 model in the prediction of temperature on the surface
of the sphere. The optimum combination at a distance of 1m
and 2m is 19 basis functions with just 4 iterations.
Figure 2: Temperature distributions at different distances from the surface of
the sphere (model sp10×10)
In Fig 3, the error in the prediction of temperatures by adaptive
basis functions with respect to single node basis functions are
plotted. The results are plotted for a model of sp10×10. When
a temperature of 500 °C is specified on the surface of the
sphere, it can be seen from the Fig 6.3 that when 11 basis
functions are used in the cluster, the error is very less for the
temperature prediction on the surface of the sphere. The error
is low at a distance of 1m and 2m from the surface of the
sphere, when the 19 basis functions are used in the cluster.
International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS)
Volume VI, Issue II, February 2017 | ISSN 2278-2540
www.ijltemas.in Page 51
Figure 3: Distribution of error in temperature predictions at different distances
from the surface of the sphere (model sp10×10)
Fig 4 shows the distribution of temperature for a model
sp12×12 up to distance of 10m from the surface of the sphere.
By observing the Fig 4, the model with 5 basis functions and 4
iterations are the optimum combination of basis function-
iterations that are predicted at temperature of 486 °C on the
surface of the sphere for the sp12×12 model. The optimum
combination at distances of 1m and 2m are 27 basis functions
with 4 iterations and 17 basis functions with 12 iterations
respectively.
Figure 4 shows temperature distribution for a temperature,
defined on the surface of the sphere when the sphere is
approximated with triangular mesh with model sp12×12, up to
a distance of 10m from the surface of the sphere. There is good
agreement of the prediction of temperatures using the adaptive
basis functions when compared with the single node solution.
There is slight drop in the temperature by 2.4 °C on the surface
of the temperature when 5 basis functions are used in the
cluster. At a distance of 1m from the surface of the sphere, the
drop is 3.7 °C, but the drop decreases thereafter.
In Fig. 5, the errors are plotted for the temperature predictions
by adaptive basis functions with respect to the results obtained
using single node basis functions. Again, the results are shown
for a model of sp12×12 for a temperature definition of 500 °C
on the surface of the sphere. It can be observed from the Fig. 5
that on the surface of the sphere, the maximum error is
produced by 21 basis functions model, and 27 basis functions
model the next highest. The lowest error is produced by 5 basis
functions model and 17 basis functions model. At a distance of
1m from the surface of the sphere, the 5 basis functions model
and 17 basis functions model produces highest error. As the
distance from the surface increases, the error falls to less than
1 °C.
Figure 4: Temperature distributions at different distances from the surface of
the sphere (model sp12×12)
Figure 5: Distribution of error in temperature predictions at different distances
from the surface of the sphere (model sp12×12)
Figure 6: Distribution of error in temperature predictions at different distances
from the surface of the sphere (model sp15×15)
Error is low when
12 % nodes are
increased in the
cluster nodes
Error is low when 12 % and 16 %
nodes are increased in the cluster
International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS)
Volume VI, Issue II, February 2017 | ISSN 2278-2540
www.ijltemas.in Page 52
Fig 6 shows the distribution of temperature for a model
sp15×15 up to distance of 10m from the surface of the sphere.
In Fig 6, it is observed that at a distance of 1m and 2m from
the surface of the sphere, the optimum model that produced the
closest result with respect to the single node basis function
solution is 25basis_12itr. On the surface of the sphere and at a
distance of 3m from the surface of the sphere, model
35basis_8itr has given best results.
Fig 7 shows the error in the prediction of temperature at a
distance up to 10m from the surface of the sphere for sp15×15
model. The model 25basis_12itr has performed best at 1m and
2m from the surface of the sphere and 35basis_8itr performed
best at 0m and 3m from the surface. Overall, the 25basis_12itr
and 35basis_8itr has performed well at many locations than the
other models.
Figure 7: Distribution of error in temperature predictions at different distances
from the surface of the sphere (model sp15×15)
Figure 8: Distribution of error in temperature predictions at different distances
from the surface of the sphere (model sp20×20)
Figs. 8 and 9 show the distributions of temperature and the
associated errors in the predictions respectively for the model
sp20×20 when the temperature of 500 °C is defined on the
surface of the sphere. The lowest error is produced by
47basis_12itr basis functions model and has performed well at
many locations than the other models.
Figure 9: Distribution of error in temperature predictions at different distances
from the surface of the sphere (model sp20×20)
V. CONCLUSION
In this work, Adaptive basis function is defined on the standard
BEM solution procedure in contrast to using the regular basis
functions used in FEM/BEM procedures. The advantages of
following such procedure are explained. With the adaptive
basis function, only few iterations are required to solve the
problem and hence it is much faster than solving a full matrix.
It is proven that the results predicted by the adaptive basis
functions match well with that of the single node basis
functions. In this article, effort is made to improve the
accuracy of the solution by increasing number of nodes in the
cluster. Different combinations are analyzed by changing the
number of nodes and iterations. Result will be accurate if the
number of nodes in the cluster are higher than 12 % of total
number of nodes on the surface of the object.
Model
Combination
Optimum-1 Optimum-2 Recommended
sp10×10 11basis_12itr 19basis_8itr 11basis_12itr
sp12×12 5basis_20itr 17basis_12itr 17basis_12itr
sp15×15 25basis_12itr 35basis_8itr 25basis_12itr
sp20×20 47basis_12itr 77basis_4itr 47basis_12itr
*Recommended no. of nodes is 12 % higher than total nodes on the surface of the object
Error is low when 12 % and 16 %
nodes are increased in the cluster
Error is low when 12 % nodes
are increased in the cluster nodes
International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS)
Volume VI, Issue II, February 2017 | ISSN 2278-2540
www.ijltemas.in Page 53
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BEM Solution for the Radiation BC Thermal Problem with Adaptive Basis Functions

  • 1. International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS) Volume VI, Issue II, February 2017 | ISSN 2278-2540 www.ijltemas.in Page 47 BEM Solution for the Radiation BC Thermal Problem with Adaptive Basis Functions 1 Raghu Kumar A Y, 2 M C Jagath, 3 Chandrasekhar B 1,2,3 Bangalore Institute of Technology, Bangalore Abstract: In this work, heat transfer problems that have Radiation boundary condition are addressed with a unique BEM procedure. To address this, adaptive shape functions are defined on the nodes in contrast to the standard BEM procedure. The shape function are expandable to solve the complex mathematical problems that arise in the solution of the equations. The solution developed using the adaptive node shape functions are compared with that of the conventional node basis shape function. The shape functions yield comparable results with conventional node basis shape function by reducing the computational time. Results are plotted for several mesh sizes and the convergence study is also made. Effort is made to improve the accuracy of the solution. Finally, important conclusions are drawn and future scope is defined. Keywords: Boundary Element Methods, Heat transfer, Node Based Basis Functions, Adaptive Basis Functions and Error Analysis. I INTRODUCTION he Boundary Element Method [BEM] or the Boundary Integral Equations [BIE] are popularly used to solve the exterior or open region problems due to their capability of encompassing the radiation boundary condition into Green’s function. The problem with the exterior problem is, in order to impose the radiation boundary condition on the boundary of the problem domain, the space surrounding the object need to be discretized as large as possible. The solution time becomes enormously high as the number of discretization elements increases. Therefore it becomes difficult to solve such problems as the quantity of the elements grows. Problems can be solved using BEM by discretizing only the surface of the object instead of discretizing the whole space around the object. For the surface of the object, boundary conditions such as constant temperature boundary conditions, heat flux boundary conditions etc. can be applied and the radiation boundary conditions is not required, as the problem formulation itself takes care of it in the form of the Green’s function. Selection of shape function play a critical role in obtaining the accurate solution. In the BEM or BIE procedure, the shape functions are referred as basis functions. One has flexibility to define the basis functions on any of the geometrical entities. Several geometric entities are formed when a surface of an object is discretized into triangles. These entities are triangular patches or faces, edges and nodes. The triangular patch modeling for a closed surface results in certain number of geometric entities. If Ne is the number of edges created on the closed surface of the object, then it will have the number of faces equal to 2Ne/3 and number of nodes equal to (Ne/3) +2. That means, Nf = 2Ne/3 and (1) Nn = (Ne/3) + 2 (2) The BEM solution offers flexibility so that one can define the basis function on any of the geometric entity type. Edge, face and node type’s basis functions are the basis functions defined on edge, face and node respectively. After solving the integral equations numerically, the resulting matrices are in the sizes of Nn × Nn, Nf × Nf , and Ne × Ne respectively for the node type, face type and edge type basis functions. For example, an object of surface discretized into 6000 edges, then it results in 4000 faces and 2002 nodes. That means matrices are 6000 × 6000 for edge type, 4000 × 4000 for face type and 2002 × 2002 for node type basis functions. Therefore computational complexity of solving edge type and face type basis function is very high as compared to solving it using node type basis function. In this research an attempt has been made to solve the thermal problem with another set of basis functions that is an extension of node type basis functions by Raghu Kumar at al. [1]. These new basis functions are called adaptive basis functions. These functions are not used in the solution of the thermal problems; but are widely used in electromagnetic and acoustic scattering problems. Adaptive basis function was first introduced by Chandrasekhar [3,4] and S.M Rao at al. [5,6] In this work, an attempt has been made to extend the adaptive node basis functions to solve the radiation boundary condition thermal problems. II BEM PROCEDURE The resulting matrix obtained after numerical solution of integral equations, has to be solved by any linear equation solvers when node type basis functions are used. If the resulting linear equation is ZX = Y, (3) T
  • 2. International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS) Volume VI, Issue II, February 2017 | ISSN 2278-2540 www.ijltemas.in Page 48 Then X can be found by X = Z-1 Y (4) Where iterative methods are used to obtain the inverse of the matrix [Z] If the Nn is the size of the matrix [Z], then the complexity in solving the matrix [Z] is in the order of , which is big as compared to the size of the matrix. The BEM solution results in a full matrix instead of a sparse matrix or diagonal matrix. In this article, attempt is made to generate the diagonal matrix of matrix [Z] by defining the basis functions on the nodes. But each of these basis functions are not defined on each node in isolation, but each basis function is defined on a set of nodes so that the resulting values in the matrix [Z] are always diagonal; and off diagonal elements are either zero or near zero. By defining the basis functions spanning over several nodes and by assigning appropriate weights, the total effect on any other node can be reduced to zero. Thus producing a null field. This type of basis function is known as adaptive basis function. III DEVELOPMENT OF ADAPTIVE BASIS FUNCTIONS Consider a cluster of nodes and let adaptive basis function to be defined on main node ni. Six nodes are surrounding the main node and have their own node type basis functions. Boundary type of adaptive basis function is indicated in red color in Fig 1. Let there are N basis functions in the cluster and each node type basis function associated with weight is designated as Nnn ,......,3,2,1,  . Let there are Nn nodes on the surface of the object that resulted from triangular patch modeling, and when choosing the number of basis functions in the cluster, there is no limit on the quantity, but it should be less than that of total number of node basis functions on the surface. Null field is produced when whole adaptive basis function is tested on any node outside the cluster. It is not necessary that all the nodes chosen for testing need to be chosen from outside the cluster. The testing node should not be the main node and it can be even well within the cluster. The number of testing nodes to be chosen either equal to or greater than the number of nodes in the cluster in order to find the weights in the cluster. If the number of nodes in the cluster is equal to number of testing nodes, it results in exact solution for weights. It the number of testing nodes is greater than cluster nodes, it results in an over determined system of linear equations and one gets appropriate values for the weights that satisfies all the linear equations. Figure 1: Adaptive Basis Function on a Node Weights can be evaluated using the below procedure: Let main node is surrounded by N number of nodes in the cluster, then total N+1 number of nodes are there in the cluster. Let there be N weights associated to each of the surrounding nodes designated by Nnn ,....,3,2,1,  which are to be determined. Number of testing points to be at least N, since there are N number of weights to be determined. Let N=6, then nodes are designated as 21123 ,,,,  iiiiii nandnnnnn . The designations given above are arbitrary. When tested on the number of nodes Nn, it results in the following set of linear equations. 0 1,1,1,1,,1,1,2,2,3,3, 0.................................................................................................... 0 1,1,21,1,2,21,1,22,2,23,3,2 0 1,1,11,1,1,11,1,12,2,13,3,1                                iiiNn B iiiNn B iNn B iiiNn B iiiNn B iiiNn B iii B iii B i B iii B iii B iii B iii B iii B i B iii B iii B iii B    iNn B iiiNn B iiiNn B iiiNn B iiiNn B iiiNn B i B iii B iii B iii B iii B iii B i B iii B iii B iii B iii B iii B ,1,1,1,1,1,1,2,2,3,3, .................................................................................................... ,21,1,21,1,21,1,22,2,23,3,2 ,11,1,11,1,11,1,12,2,13,3,1                                  This can be expressed in the matrix form as     bB  (5)
  • 3. International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS) Volume VI, Issue II, February 2017 | ISSN 2278-2540 www.ijltemas.in Page 49 Where,                 2,2,3, 2,22,23,2 2,12,13,1 ...... ........................ ...... ...... iNniNniNn iii iii BBB BBB BBB B (6)                   2, 2, 3, ...... ii ii ii    (7)                iNn i i B B B b , ,2 ,1 ...... In other words,                                      iNnB iB iB ii ii ii iNnBiNnBiNnB iBiBiB iBiBiB , ...... ,2 ,1 2, ...... 2, 3, 2,......2,3, ........................ 2,2......2,23,2 2,1......2,13,1    (8) The Eq. 8 need to be solved to get the values of the weights. The elements of [B] and {b} can be computed using the normal node type basis functions. The equation is an over determined system of linear equations and least square technique can be used to calculate the weights vector {Ʌ} After calculating the weights λi,n, the ith basis function can be constructed as   N n nniii ffF 1 , (9) It is possible to produce null field on every node except at ith node by using Fi as the adaptive node basis function. Hence, except the diagonal term, it produces whole ith column of [Z]- matrix as zero, or near zero. For each node, considering it as a main node, the adaptive basis function need to be constructed, i.e. Fi, i = 1, 2,….Nn has to be constructed and to calculate matrix [Z], the corresponding elements of matrix [Z] should be determined. After turning all the elements that are less than threshold value to zero, the resulting Matrix [Z] is a diagonal matrix. Since the matrix [Z] is a diagonal matrix the [Z]-1 can be easily calculated. The solution may or may not be accurate enough, once the solution {X} is obtained from [Z]-1 × {Y}. The obtained solution may not be accurate if the number of nodes in the cluster is small. This is due to the reason that the off diagonal elements in the [Z] may be higher than the threshold value and hence may be a true diagonal matrix. Higher the number of nodes in the cluster, lower the value of the off diagonal elements in the matrix [Z]. When the number of nodes in the cluster is small, there are two ways to get an accurate solution in those cases. They are: I. Increase the number of nodes in the cluster, but this increases the computational time. It can be considered as a good number if the number of nodes in the cluster are higher than ~ 12% of total nodes on the surface of the object. II. To produce accurate and a faster solution, use the solution obtained from the small number of nodes in the cluster as an initial guess to solve the independent node type basis function linear equation [Z]{X} = {Y}. Features of Adaptive Node type basis functions: The significant features of the adaptive node type basis functions are: 1. The [Z] matrix is only diagonal and elements are stored diagonally and hence the whole matrix need not be stored. 2. The computational time required to solve the ZX = Y is totally eliminated. 3. Only the N number of  coefficients need to be stored for each node. 4. The nodes for the cluster need not be adjacent to the main node. 5. All the nodes for the cluster need not be physically present inside a boundary of the adaptive basis function. 6. The obtained solution may not be accurate incase number of nodes in the cluster is less than 12 %; but this can be used to solve the independent node type basis function solution as an initial guess. Still additionally [Z] matrix of the independent node type basis function solution need to be stored, but it is still worth storing additional data when benefit in the computational time is considered. 7. The time required to fill the [Z] matrix is an order less than that required to invert it. The operations required to fill a matrix for an object having Nn is Nn 2 and to invert, it requires Nn 3 . With the usage of the adaptive node type basis functions, the number of operations required to invert the [Z] matrix is totally eliminated and hence Nn 3 is saved. Therefore the solution is faster than the independent node type basis function. 8. If the solution of the [Z] matrix that is based on the adaptive node type basis function is used as an initial
  • 4. International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS) Volume VI, Issue II, February 2017 | ISSN 2278-2540 www.ijltemas.in Page 50 guess to solve the independent node type basis function, one may have to additionally solve the linear system of equations few times, which is still worth doing when compared with the benefit one gets since the inversion of [Z] matrix is totally eliminated. IV NUMERICAL RESULTS In this section, numerical results are presented for four cases of the spheres. The sphere of radius is modeled with 4 sizes of the mesh using triangular patch modeling. The temperature distributions are computed using the BEM solution with node basis functions and node based adaptive basis functions. Four different temperatures are specified on the surface of the sphere for four different cases. Table 1: Model discretization using triangular patch modeling, Number of basis functions in the cluster and Number of iterations for each model to improve accuracy Model Name Nodes Faces Edges Number of basis functions in the cluster sp10X10 92 180 270 5 7 11 15 19 sp12X12 134 264 396 5 11 17 21 27 sp15X15 212 420 630 9 17 25 35 43 sp20X20 382 760 1140 15 32 47 61 77 Number of iterations 20 16 12 8 4 Table 1 shows the different models used in this work for testing the solution. The models vary from just 92 nodes to 382 nodes on the surface. Since the basis functions are defined on the nodes, the sizes of the matrices are 92×92, 134×134, 212×212 and 382×382 respectively for the cases of sp10×10, sp12×12, sp15×15 and sp20×20. These are the sizes of the matrices that will result if the basis functions are defined only on one node. In this article, adaptive basis functions results are compared with results of single node basis functions. Table 1 shows the number of basis functions defined in the cluster in various simulations. The number of basis functions have to be chosen to be the nearest odd number that is close to 4%, 8%, 12%, 16% and 20% of the total number of nodes in the surface. These simulations are run in order to assess the improvement in the solution when the number of basis functions are increased in the cluster. The solution obtained using certain number of basis functions may or may not be accurate enough and will definitely have some deviation from the solution obtained using the single node basis functions. Hence this deviation needs to be bridged. The accuracy of the solution can be improved either by increasing the number of basis functions in the cluster or by using the solution obtained from the adaptive basis functions as the seed solution to the iterative solution of the single node basis function solution. The number of iterations used to get faster and accurate solution is shown in Table 1. Higher the number of basis functions in the cluster, lower the number of iterations required to get the accurate solutions. Conversely, lower the number of basis functions used in the definition of the adaptive basis function, higher the deviation it will have from the accurate solution, and hence higher the number of iterations are required to improve the accuracy. Fig 2 shows the distribution of temperature for a model sp10×10 up to distance of 10m from the surface of the sphere. It can be seen from the plot as the number of basis functions increase, the solution also improves its accuracy. In Fig 2, single node basis functions are compared with adaptive basis functions results. 5basis_20itr model indicates, 5 basis functions are chosen into cluster to define the adaptive basis functions and 20 iterations are used to solve the single node basis function solution with the adaptive basis function solution. Similarly, other models also indicate the number of basis functions in the cluster and the number of iterations used. By observing the graph, 11 basis functions and 12 iterations are the optimum combination of basis function iterations for sp10×10 model in the prediction of temperature on the surface of the sphere. The optimum combination at a distance of 1m and 2m is 19 basis functions with just 4 iterations. Figure 2: Temperature distributions at different distances from the surface of the sphere (model sp10×10) In Fig 3, the error in the prediction of temperatures by adaptive basis functions with respect to single node basis functions are plotted. The results are plotted for a model of sp10×10. When a temperature of 500 °C is specified on the surface of the sphere, it can be seen from the Fig 6.3 that when 11 basis functions are used in the cluster, the error is very less for the temperature prediction on the surface of the sphere. The error is low at a distance of 1m and 2m from the surface of the sphere, when the 19 basis functions are used in the cluster.
  • 5. International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS) Volume VI, Issue II, February 2017 | ISSN 2278-2540 www.ijltemas.in Page 51 Figure 3: Distribution of error in temperature predictions at different distances from the surface of the sphere (model sp10×10) Fig 4 shows the distribution of temperature for a model sp12×12 up to distance of 10m from the surface of the sphere. By observing the Fig 4, the model with 5 basis functions and 4 iterations are the optimum combination of basis function- iterations that are predicted at temperature of 486 °C on the surface of the sphere for the sp12×12 model. The optimum combination at distances of 1m and 2m are 27 basis functions with 4 iterations and 17 basis functions with 12 iterations respectively. Figure 4 shows temperature distribution for a temperature, defined on the surface of the sphere when the sphere is approximated with triangular mesh with model sp12×12, up to a distance of 10m from the surface of the sphere. There is good agreement of the prediction of temperatures using the adaptive basis functions when compared with the single node solution. There is slight drop in the temperature by 2.4 °C on the surface of the temperature when 5 basis functions are used in the cluster. At a distance of 1m from the surface of the sphere, the drop is 3.7 °C, but the drop decreases thereafter. In Fig. 5, the errors are plotted for the temperature predictions by adaptive basis functions with respect to the results obtained using single node basis functions. Again, the results are shown for a model of sp12×12 for a temperature definition of 500 °C on the surface of the sphere. It can be observed from the Fig. 5 that on the surface of the sphere, the maximum error is produced by 21 basis functions model, and 27 basis functions model the next highest. The lowest error is produced by 5 basis functions model and 17 basis functions model. At a distance of 1m from the surface of the sphere, the 5 basis functions model and 17 basis functions model produces highest error. As the distance from the surface increases, the error falls to less than 1 °C. Figure 4: Temperature distributions at different distances from the surface of the sphere (model sp12×12) Figure 5: Distribution of error in temperature predictions at different distances from the surface of the sphere (model sp12×12) Figure 6: Distribution of error in temperature predictions at different distances from the surface of the sphere (model sp15×15) Error is low when 12 % nodes are increased in the cluster nodes Error is low when 12 % and 16 % nodes are increased in the cluster
  • 6. International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS) Volume VI, Issue II, February 2017 | ISSN 2278-2540 www.ijltemas.in Page 52 Fig 6 shows the distribution of temperature for a model sp15×15 up to distance of 10m from the surface of the sphere. In Fig 6, it is observed that at a distance of 1m and 2m from the surface of the sphere, the optimum model that produced the closest result with respect to the single node basis function solution is 25basis_12itr. On the surface of the sphere and at a distance of 3m from the surface of the sphere, model 35basis_8itr has given best results. Fig 7 shows the error in the prediction of temperature at a distance up to 10m from the surface of the sphere for sp15×15 model. The model 25basis_12itr has performed best at 1m and 2m from the surface of the sphere and 35basis_8itr performed best at 0m and 3m from the surface. Overall, the 25basis_12itr and 35basis_8itr has performed well at many locations than the other models. Figure 7: Distribution of error in temperature predictions at different distances from the surface of the sphere (model sp15×15) Figure 8: Distribution of error in temperature predictions at different distances from the surface of the sphere (model sp20×20) Figs. 8 and 9 show the distributions of temperature and the associated errors in the predictions respectively for the model sp20×20 when the temperature of 500 °C is defined on the surface of the sphere. The lowest error is produced by 47basis_12itr basis functions model and has performed well at many locations than the other models. Figure 9: Distribution of error in temperature predictions at different distances from the surface of the sphere (model sp20×20) V. CONCLUSION In this work, Adaptive basis function is defined on the standard BEM solution procedure in contrast to using the regular basis functions used in FEM/BEM procedures. The advantages of following such procedure are explained. With the adaptive basis function, only few iterations are required to solve the problem and hence it is much faster than solving a full matrix. It is proven that the results predicted by the adaptive basis functions match well with that of the single node basis functions. In this article, effort is made to improve the accuracy of the solution by increasing number of nodes in the cluster. Different combinations are analyzed by changing the number of nodes and iterations. Result will be accurate if the number of nodes in the cluster are higher than 12 % of total number of nodes on the surface of the object. Model Combination Optimum-1 Optimum-2 Recommended sp10×10 11basis_12itr 19basis_8itr 11basis_12itr sp12×12 5basis_20itr 17basis_12itr 17basis_12itr sp15×15 25basis_12itr 35basis_8itr 25basis_12itr sp20×20 47basis_12itr 77basis_4itr 47basis_12itr *Recommended no. of nodes is 12 % higher than total nodes on the surface of the object Error is low when 12 % and 16 % nodes are increased in the cluster Error is low when 12 % nodes are increased in the cluster nodes
  • 7. International Journal of Latest Technology in Engineering, Management & Applied Science (IJLTEMAS) Volume VI, Issue II, February 2017 | ISSN 2278-2540 www.ijltemas.in Page 53 REFERENCES [1]. Raghu Kumar A Y, M C Jagath, Chandrasekhar B, BEM solution for the Radiation BC Heat Transfer problem with New Shape Functions‖, International Journal of Emerging Technology and Advanced Engineering, ISSN 2250-2459, ISO 9001:2008 Certified Journal, Volume 6, Issue 2, February 2016 [2]. Anand.S.N, Sreerama Reddy .T.V, Madhu. D, Heat Conduction by 3- dimensional bodies of arbitrary shape using bie Formulation‖. Journal of Innovative Research and Solution (JIRAS) - A unit of UIIRS, ISSN: 2320 1932 / ISSN – 2348 3636 Volume1 – Issue No.1 – Jan – Jun 2014. [3]. Chandrasekhar, B. (2005), ―Acoustic scattering from arbitrarily shaped three dimensional rigid bodies using method of moments solution with node based basis functions‖, Computer Modeling in Engineering & Sciences, Vol. 9, No. 3, pp. 243-254. [4]. B. Chandrasekhar (2008), ―Node based Method of Moments Solution to Combined Layer Formulation of Acoustic Scattering‖, CMES, vol.33, no.3, pp.243-267. [5]. Rao S.M., Waller M.L, (2001): ―Application of adaptive basis functions for a diagonal moment-matrix solution of two- dimensional field problems—TE case‖. John Wiley & Sons, Inc. Microwave Opt Technol Lett 29: 270–273 [6]. Waller M.L.; Rao S.M. (2002): Application of Adaptive Basis Functions for a Diagonal Moment Matrix Solution of Arbitrarily Shaped Three-Dimensional Conducting Body Problems, IEEE transactions on antennas and propagation, vol. 50, no. 10, pp 1445- 1452 [7]. B. Chandrasekhar and S.M. Rao (2008), ―A New Method to Generate an Almost-Diagonal Matrix in the Boundary Integral Equation Formulation‖. The Journal of the Acoustical Society of America, Volume 124, Issue 6, pp. 3390-3396. [8]. B. Chandrasekhar and S.M. Rao (2008), ―A Faster Method of Moments Solution to Double Layer Formulation of Acoustic Scattering‖. CMES: Computer Modeling in Engineering & Sciences, Vol. 33, No. 2, pp. 199-214. [9]. Rao S.M., Waller M.L, (2001): Development and application of adaptive basis functions to generate a diagonal moment matrix for electromagnetic field problems‖. John Wiley & Sons, Inc. Microwave Opt Technol Lett 28: 357–361. [10]. Chandrasekhar, B.; Rao, S.M. (2004a): Acoustic scattering from rigid bodies of arbitrary shape –double layer formulation. Journal of Acoustical Society of America, vol 115, pp. 1926-1933. [11]. Chandrasekhar, B.; Rao, S.M. (2004b): Elimination of internal resonance problem associated with acoustic scattering by three- dimensional rigid body, Journal of Acoustical Society of America, vol 115, pp. 2731-2737. [12]. Chandrasekhar, B.; Rao, S.M. (2005): Acoustic Scattering from Complex Shaped Three Dimensional Structures, CMES: Computer Modeling in Engineering & Sciences, vol. 8, No. 2, pp. 105-118. [13]. Chandrasekhar, B.; Rao, S.M.. (2007): Acoustic Scattering from Fluid Bodies of Arbitrary Shape. CMES: Computer Modeling in Engineering and Sciences, vol. 21, No. 1, pp. 67-80. [14]. Burton, A.J.; Miller, G.F. (1971): The application of integral equation methods to the numerical solution of some exterior boundary value problems. Proceedings of Royal Society, London, vol A323, pp. 601-618 . [15]. Raju, P.K.; Rao, S. M.; Sun, S.P. (1991): Application of the method of moments to acoustic scattering from multiple infinitely long fluid filled cylinders. Computers and Structures. vol 39, pp. 129- 134. [16]. Rao, S.M.; Raju, P.K. (1989): Application of Method of moments to acoustic scattering from multiple bodies of arbitrary shape. Journal of Acoustical Society of America. vol 86, pp. 1143-1148. [17]. Rao, S.M.; Sridhara, B.S. (1991): Application of the method of moments to acoustic scattering from arbitrary shaped rigid bodies coated with lossless, shearless materials of arbitrary thickness. Journal of Acoustical Society of America. vol 90, pp. 1601-1607. [18]. Rao, S. M.; Raju, P.K.; Sun, S.P. (1992): Application of the method of moments to acoustic scattering from fluid-filled bodies of arbitrary shape. Communications in Applied Numerical Methods, vol 8, pp. 117-128. [19]. Sun, S.P.; Rao, S. M. (1992): Application of the method of moments to acoustic scattering from multiple infinitely long fluid- filled cylinders using three different formulation. Computers and Structures. vol 43, pp. 1147-1153.