Mtodo Capacitivo Cap. 5 Conduo Transiente Alteraes na condio de - - PowerPoint PPT Presentation

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Conduo Transie iente: Mtodo Capacitivo Cap. 5 Conduo Transiente Alteraes na condio de equilbrio trmico: conveco na superfcie ( ), h T , radiao na superfcie ( ), h T , r


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SLIDE 1

Condução Transie iente: Método Capacitivo

  • Cap. 5
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SLIDE 2

Condução Transiente

  • Alterações na condição de equilíbrio térmico:

– convecção na superfície ( ), , h T

  • Técnicas de solução

– Método Capacitivo, T=T(t) – Soluções Exatas, T=T(x,y,z,t) – Métodos numéricos. – radiação na superfície ( ), ,

r sur

h T – temperatura ou fluxo de calor imposto na superfície – geração interna de calor.

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SLIDE 3

 

, T r t T t       

Método Capacitivo

Ti

T∞<Ti

T(t)

t > 0 h

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SLIDE 4

 

, T r t T t       

≈ ,...., T(x,y,z,t1) T(t1) T(tn)

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SLIDE 5

Método Capacitivo

Ti

T∞<Ti

T(t)

t > 0 VC h Balanço de Energia:

   

dt dT mc T t T hA E dt dE E E E

s ac ar s g e

      

   

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SLIDE 6

 

, s c

dT c hA T T dt 

   

(5.2)

,

i

s c

t

c d hA

dt

 

     

, s c i i

hA T T exp t T T c   

 

                 

t

t          exp    

dt dT mc T t T hA E dt dE E E E

s ac ar s g e

      

   

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SLIDE 7

 

,

1

t s c

c hA            

(5.7) Resistência térmica, Rt Capacitância térmica, Ct

Calor trocado durante o processo

t

  • ut

st

E Q E dt     

, t s c

hA dt    

 

1 exp

i t

t c                    

(5.8)

A constante de tempo térmica é definida como

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SLIDE 8

Análi lise do método Capacit itiv ivo para uma parede pla lana

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SLIDE 9
  • Balanço de Energia:

st in

  • ut

g

dE dT c E E E dt dt      

   

, , , g s s h s c r s r sur

dT c q A hA T T h A T T E dt 

       

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SLIDE 10
  • Casos especiais (Sol. Exata)

 

i

T T 

  • Sem radiação

 

, / : T T b a   

    

, ,

/ /

g s c s s h

a hA c b q A E c               d a dt      

   

/ exp 1 exp

i i

T T b a at at T T T T

  

           

(5.25)

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SLIDE 11
  • Sem radiação e sem geração

, 0, 0 :

g r s

h h E q          

 

, s c

dT c hA T T dt 

   

(5.2)

,

i

s c

t

c d hA

dt

 

     

, s c i i

hA T T exp t T T c   

 

                 

t

t          exp

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SLIDE 12
  • Sem convecção e sem geração

, 0, 0 :

g r s

h h E q          

 

4 4 , s r sur

dT c A T T dt       

,

4 4

i

s r

T sur

T

t

A c

dT T T

dt

    

3 ,

1n 1n 4

sur sur i s r sur sur sur i

T T T T c t A T T T T T               

(5.18)

1 1

2 tan tan

i sur sur

T T T T

 

                       

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SLIDE 13

Número de Biot e validade do método Capacitivo

  • O Número de Biot : análise adimensional.
  • Definição:

c

hL Bi k 

  • Interpretação física:

S C

A V L 

Lc=Comprimento característico

   

conv cond S S C S S S S S S conv cond

R R hA kA L T T T T i T T hA T T L kA q q         

 

1

2 , 2 , 1 , 2 , 2 , 1 ,

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SLIDE 14

Critério de aplicação do método capacitivo

  • Critério de aplicação do método capacitivo:

1 Bi  Admite-se Bi<0,1

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SLIDE 15

Comprimento Característico

S C

A V L 

  • Para uma parede de espessura 2L, Lc=L
  • Para um cilindro de raio R, Lc=R/2
  • Para uma esfera de raio R, Lc=R/3
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SLIDE 16

Análise Adimensional

t Vc hA i

s

e   

Fo i L t k hL L t c k k hL cL ht t Vc hA

C C C C C s

.

2 2

        

Fo i i

e

. 

 

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SLIDE 17

Problem: Thermal Energy Storage

Problem 5.12: Charging a thermal energy storage system consisting

  • f a packed bed of aluminum spheres.

KNOWN: Diameter, density, specific heat and thermal conductivity of aluminum spheres used in packed bed thermal energy storage system. Convection coefficient and inlet gas temperature. FIND: Time required for sphere at inlet to acquire 90% of maximum possible thermal energy and the corresponding center temperature.

Aluminum sphere D = 75 mm, T = 25 C

i

  • Gas

T C

g,i

  • = 300

h = 75 W/m -K

2

= 2700 kg/m

3

k = 240 W/m-K c = 950 J/kg-K

Schematic:

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SLIDE 18

Problem: Thermal Energy Storage (cont.)

ASSUMPTIONS: (1) Negligible heat transfer to or from a sphere by radiation or conduction due to contact with other spheres, (2) Constant properties. ANALYSIS: To determine whether a lumped capacitance analysis can be used, first compute Bi = h(ro/3)/k = 75 W/m2K (0.025m)/150 W/mK = 0.013 <<1. Hence, the lumped capacitance approximation may be made, and a uniform temperature may be assumed to exist in the sphere at any time. From Eq. 5.8a, achievement of 90% of the maximum possible thermal energy storage corresponds to

 

st t i

E 0.90 1 exp t / cV         

 

t

t ln 0.1 427s 2.30 984s      

From Eq. (5.6), the corresponding temperature at any location in the sphere is

 

 

 

g,i i g,i

T 984s T T T exp 6ht / Dc     

 

 

2 3

T 984s 300 C 275 C exp 6 75 W / m K 984s / 2700 kg / m 0.075m 950 J / kg K            If the product of the density and specific heat of copper is (c)Cu  8900 kg/m3  400 J/kgK = 3.56  106 J/m3K, is there any advantage to using copper spheres of equivalent diameter in lieu of aluminum spheres? Does the time required for a sphere to reach a prescribed state of thermal energy storage change with increasing distance from the bed inlet? If so, how and why?

 

T 984s 272.5 C  

3 t s 2

2700kg / m 0.075m 950J / kg K Vc / hA Dc / 6h 427s. 6 75W / m K            

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SLIDE 19

Problem: Furnace Start-up

Problem 5.16: Heating of coated furnace wall during start-up.

KNOWN: Thickness and properties of furnace wall. Thermal resistance of ceramic coating

  • n surface of wall exposed to furnace gases. Initial wall temperature.

FIND: (a) Time required for surface of wall to reach a prescribed temperature, (b) Corresponding value of coating surface temperature.

Schematic:

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SLIDE 20

Problem: Furnace Start-up

ASSUMPTIONS: (1) Constant properties, (2) Negligible coating thermal capacitance, (3) Negligible radiation. PROPERTIES: Carbon steel:  = 7850 kg/m3, c = 430 J/kgK, k = 60 W/mK.

ANALYSIS: Heat transfer to the wall is determined by the total resistance to heat transfer from the gas to the surface of the steel, and not simply by the convection resistance.

 

1 1 1 2 2 2 tot f 2

1 1 U R R 10 m K/W 20 W/m K. h 25 W/m K

   

                      

2

UL 20 W/m K 0.01 m Bi 0.0033 1 k 60 W/m K       

and the lumped capacitance method can be used. (a) From Eqs. (5.6) and (5.7),

     

t t t i

T T exp t/ exp t/R C exp Ut/ Lc T T  

 

       

 

3 2 i

7850 kg/m 0.01 m 430 J/kg K T T Lc 1200 1300 t ln ln U T T 300 1300 20 W/m K 

 

          t 3886s 1.08h.  

Hence, with

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SLIDE 21

Problem: Furnace Start-up (cont.)

(b) Performing an energy balance at the outer surface (s,o),

   

s,o s,o s,i f

h T T T T / R

   

   

2

  • 2

2 s,i f s,o 2 f

hT T / R 25 W/m K 1300 K 1200 K/10 m K/W T h 1/ R 25 100 W/m K

            s,o

T 1220 K.  How does the coating affect the thermal time constant?

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SLIDE 22

Condução transiente: consideração dos efeitos espaciais e as soluções analíticas

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SLIDE 23

Soluções analíticas para problemas transientes quando o método da capacitância global não é válido (Bi não é <<1)

  • Para uma placa placa, com propriedades

constantes e para as seguintes condições de contorno:

2 2

1 T T x t      

(5.26)

 

,0

i

T x T 

(5.27)

x

T x

  

(5.28)

 

,

x L

T k h T L t T x

 

        

(5.29)

 

, , , , , ,

i

T T x t T T k h 

(5.30)

T=T(x,y,z,t)

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SLIDE 24
  • Solução adimensional:

Diferença de Temp adimensional:

* i i

T T T T   

 

   

*

x x L  Coordenadas adim.: Tempo adim.:

* 2

t t Fo L    Número de Biot:

solid

hL Bi k 

 

* *,

, f x Fo Bi  

  • Solução Exata:

   

* 2 * 1

exp cos

n n n n C

Fo x   

 

  

(5.39a)

 

4sin tan 2 sin 2

n n n n n n

C Bi        

(5.39b,c)

Apendice B.3 para as raízes (eigenvalues )

1 4

,...,  

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SLIDE 25
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SLIDE 26

Representação Gráfica para parede plana Heisler Cartas

  • Temperatura média do meio função do tempo (método capacitivo):
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SLIDE 27
  • Distribuição de Temp.:
  • Variações no calor transferido:
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SLIDE 28

Sistemas Radiais

  • 2

/ /

  • Bi

hr k Fo t r   

  • One-Term Approximations:

Long Rod: Eqs. (5.49) and (5.51) Sphere: Eqs. (5.50) and (5.52)

1 1

, Table 5.1 C  

  • Graphical Representations:

Long Rod: Figs. 5 S.4 – 5 S.6 Sphere: Figs. 5 S.7 – 5 S.9

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SLIDE 29

Sólido Semi-Infinito

  • Caso 1: mudança na Temp. de superfície (Ts)

   

0, ,0

s i

T t T T x T   

 

, x erf 2 t

s i s

T x t T T T          

(5.57)

 

s i s

k T T q t    

(5.58)

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SLIDE 30

   

12

2

2 / , exp 4 erfc 2

  • i
  • q

t x T x t T k t q x x k t                      

(5.59)

Caso 2: Fluxo de calor cte 

s

  • q

q   

 

0,

x

T k h T T t x

 

        

 

2 2

, 2 2

i i

T x t T x erfc T T t hx h t x h t exp erfc k k k t    

                                   

(5.60)

Caso 3: Convecção na sup.

 

, h T

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SLIDE 31
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SLIDE 32

Problemas com interface de contato

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SLIDE 33

Aquecimento periódico na superfície

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SLIDE 34
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SLIDE 35
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SLIDE 36

Efeitos Multidimensionais

  • Superposição de soluções : método de separação de vairiáveis:

         

, , , , ,

i Plane Infinite i i Wall Cylinder

T r x t T P x t C r t T T T x t T T r,t T T T T T

     

         

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SLIDE 37

Transient Conduction: Finite-Difference Equations and Solutions

Não será cobrado

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SLIDE 38

Finite-Difference Method

The Finite-Difference Method

  • An approximate method for determining temperatures at discrete (nodal) points
  • f the physical system and at discrete times during the transient process.
  • Procedure:

─ Represent the physical system by a nodal network, with an m, n notation used to designate the location of discrete points in the network, ─ Use the energy balance method to obtain a finite-difference equation for each node of unknown temperature. ─ Solve the resulting set of equations for the nodal temperatures at t = ∆t, 2∆t, 3∆t, …, until steady-state is reached. What is represented by the temperature, ?

, p m n

T

and discretize the problem in time by designating a time increment ∆t and expressing the time as t = p∆t, where p assumes integer values, (p = 0, 1, 2,…).

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SLIDE 39

Storage Term

Energy Balance and Finite-Difference Approximation for the Storage Term

  • For any nodal region, the energy balance is

in g st

E E E  

(5.81)

where, according to convention, all heat flow is assumed to be into the region.

  • Discretization of temperature variation with time:
  • Finite-difference form of the storage term:

 

1 , , , p p m n m n st m n

T T E c t 

 

  

  • Existence of two options for the time at which all other terms in the energy

balance are evaluated: p or p+1.

1 , , , p p m n m n m n

T T T t t

 

   

(5.74)

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SLIDE 40

Explicit Method

The Explicit Method of Solution

  • All other terms in the energy balance are evaluated at the preceding time

corresponding to p. Equation (5.74) is then termed a forward-difference approximation.

  • Example: Two-dimensional conduction

for an interior node with ∆x=∆y.

  

1 , , 1, 1, , 1 , 1

1 4

p p p p p p m n m n m n m n m n m n

T Fo T T T T Fo T

    

     

(5.76)

 

2

finite-difference form o Four ier f number t Fo x    

  • Unknown nodal temperatures at the new time, t = (p+1)∆t, are determined

exclusively by known nodal temperatures at the preceding time, t = p∆t, hence the term explicit solution.

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SLIDE 41

Explicit Method (cont.)

  • How is solution accuracy affected by the choice of ∆x and ∆t?
  • Do other factors influence the choice of ∆t?
  • What is the nature of an unstable solution?
  • Stability criterion: Determined by requiring the coefficient for the node of interest

at the previous time to be greater than or equal to zero.

1 , ,

..............................

p p m n m n

T AT A

 

 

Hence, for the two-dimensional interior node:  

1 4 Fo   14 Fo 

 

2

4 x t    

  • Table 5.3 finite-difference equations for other common nodal regions.

For a finite-difference equation of the form,

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SLIDE 42

Implicit Method

The Implicit Method of Solution

  • All other terms in the energy balance are evaluated at the new time corresponding

to p+1. Equation (5.74) is then termed a backward-difference approximation.

  • Example: Two-dimensional conduction for

an interior node with ∆x=∆y.  

 

1 1 1 1 1 , , 1, 1, , 1 , 1

1 4

p p p p p p m n m n m n m n m n m n

Fo T Fo T T T T T

        

     

(5.92)

  • System of N finite-difference equations for N unknown nodal temperatures

may be solved by matrix inversion or Gauss-Seidel iteration.

  • Solution is unconditionally stable.

Table 5.3 finite-difference equations for other common nodal regions. 

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SLIDE 43

Marching Solution

Marching Solution

  • Transient temperature distribution is determined by a marching solution.

beginning with known initial conditions. 1 ∆t

  • …………… --

2 2∆t

  • …………… --

3 3∆t

  • ……………
  • .

. . . . . . . . . . . Steady-state --

  • ……………
  • Known

p t T1 T2 T3……………….. TN T1,i T2,i T3,i………………. TN,i

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SLIDE 44

Problem: Finite-Difference Equation

Problem 5.93: Derivation of explicit form of finite-difference equation for a nodal point in a thin, electrically conducting rod confined by a vacuum enclosure.

KNOWN: Thin rod of diameter D, initially in equilibrium with its surroundings, Tsur, suddenly passes a current I; rod is in vacuum enclosure and has prescribed electrical resistivity, e, and other thermophysical properties.

FIND: Transient, finite-difference equation for node m. SCHEMATIC:

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SLIDE 45

Problem: Finite-Difference Equation

ASSUMPTIONS: (1) One-dimensional, transient conduction in rod, (2) Surroundings are much larger than rod, (3) Constant properties. ANALYSIS: Applying conservation of energy to a nodal region of volume c

A x,  

where

2 c

A D / 4,  

in

  • ut

g st

E E E E   

p+1 p 2 m m a b rad e

T T q q q I R cV t       

Hence, with

2 g e

E I R ,  where

e e c

R x/A ,    and use of the forward-difference representation for the time derivative,

 

4 p p p p p+1 p 4 m m p 4 2 e m-1 m+1 m m c c m sur c c

T T T T x T T kA kA D x T T I cA x . x x A t                          

Dividing each term by cAc x/t and solving for

p+1 m

T ,

 

p+1 p p p m m m-1 m+1 2 2

k t k t T T T 2 1 T c c x x                   

 

2 4 p 4 e m sur 2 c c

I P t t T T . A c c A                    

slide-46
SLIDE 46

Problem: Finite-Difference Equation

  • r, with Fo =  t/x2,

  

 

2 2 2 4 p+1 p p p p 4 e m m m sur m-1 m+1 2 c c

I x P x T Fo T T 1 2 Fo T Fo T T Fo. kA kA                       Basing the stability criterion on the coefficient of the

p m

T term, it would follow that Fo  ½. However, stability is also affected by the nonlinear term, 

4 p m

T

, and smaller values of Fo may be needed to insure its existence.

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SLIDE 47

Problem: Implicit finite-difference Method

Problem 5.127: Use of implicit finite-difference method with a time interval of ∆t = 0.1s to determine transient response of a water-cooled cold plate attached to IBM multi-chip thermal conduction module. Features:

  • Cold plate is at a uniform temperature,

Ti=15°C, when a uniform heat flux

  • f is applied to its base

due to activation of chips.

5 2

10 W/m

  • q 
  • During the transient process, heat

transfer into the cold plate increases its thermal energy while providing for heat transfer by convection to the water . Steady state is reached when .

 

in

q

 

conv

q . 

conv in

q q

slide-48
SLIDE 48

Problem: Cold Plate (cont.)

ASSUMPTIONS: (1) Steady-state conditions, (2) Two-dimensional conduction, (3) Constant properties.

slide-49
SLIDE 49

Problem: Cold Plate (cont.)

ANALYSIS: Nodes 1 and 5:

p+1 p+1 p+1 p 1 2 6 1 2 2 2 2

2 t 2 t 2 t 2 t 1 T T T T x y x y                         

p+1 p+1 p+1 p 5 5 4 10 2 2 2 2

2 t 2 t 2 t 2 t 1 T T T T x y x y                          Nodes 2, 3, 4:

p+1 p+1 p+1 p+1 p m,n m,n m-1,n m+1,n m,n-1 2 2 2 2 2

2 t 2 t t t 2 t 1 T T T T T x y x x y                              Nodes 6 and 14:

p+1 p+1 p+1 p 7 6 1 6 2 2 2 2

2 t 2 t 2h t 2 t 2 t 2h t 1 T T T T +T k y k y x y y x      

                         

p+1 p+1 p+1 p 14 15 19 14 2 2 2 2

2 t 2 t 2h t 2 t 2 t 2h t 1 T T T T +T k y k y x y x y      

                         

slide-50
SLIDE 50

Problem: Cold Plate (cont.)

Nodes 7 and 15:

p+1 p+1 p+1 p+1 p 7 7 2 6 8 2 2 2 2 2

2 t 2 t 2h t 2 t t t 2h t 1 T T T T T +T k y k y x y y x k x       

                    

       

p+1 p+1 p+1 p+1 p 15 14 16 20 15 2 2 2 2 2

2 t 2 t 2h t t t 2 t 2h t 1 T T T T T +T k y k y x y x x y       

                    

        Nodes 8 and 16:

p+1 p+1 p+1 7 8 3 2 2 2 2 p+1 p+1 p 9 11 8 2 2

2 t 2 t h t t t 1 T T T k x x y y x 4 t 2 t 2 h t 1 1 T T T T 3 3 3 k x y x y

2 2 h t 4 2 3 3 k y 3 3

       

                                         

 

p+1 p+1 p+1 16 11 15 2 2 2 2 p+1 p+1 p 17 21 16 2 2

2 t 2 t h t t t 1 T T T k x x y y x 4 t 4 t 2 h t 1 1 T T T T 3 3 3 k x y x y

2 2 h t 2 2 3 3 k y 3 3

       

                                          

 

slide-51
SLIDE 51

Problem: Cold Plate (cont.)

Node 11:

p+1 p+1 p+1 p+1 p 11 8 12 16 11 2 2 2 2 2

2 t 2 t 2h t t t t 2h t 1 T T 2 T T T +T k x k x x y y x y       

                    

        Nodes 9, 12, 17, 20, 21, 22:

   

p+1 p+1 p+1 p+1 p+1 p m,n m,n m,n+1 m,n-1 m-1,n m+1,n 2 2 2 2

2 t 2 t t t 1 T T T T T T x y y x                            Nodes 10, 13, 18, 23:

 

p+1 p+1 p+1 p+1 p m,n m,n m,n+1 m,n-1 m-1,n 2 2 2 2

2 t 2 t t 2 t 1 T T T T T x y y x                           Node 19:

 

p+1 p+1 p+1 p+1 p 19 14 24 20 19 2 2 2 2

2 t 2 t t 2 t 1 T T T T T x y y x                           Nodes 24, 28:

p+1 p+1 p+1 p

  • 24

19 25 24 2 2 2 2

2q t 2 t 2 t 2 t 2 t 1 T T T +T k y x y y x                             

p+1 p+1 p+1 p

  • 28

23 27 28 2 2 2 2

2q t 2 t 2 t 2 t 2 t 1 T T T +T k y x y y x                             

slide-52
SLIDE 52

Problem: Cold Plate (cont.)

Nodes 25, 26, 27:

 

p+1 p+1 p+1 p+1 p+1

  • m,n

m,n m,n+1 m-1,n m+1,n 2 2 2 2

2q t 2 t 2 t 2 t t 1 T T T T +T k y x y y x                               The convection heat rate per unit length is

          

      

conv 6 7 8 11 16 15 14

  • ut.

q h x/2 T T x T T x y T T / 2 y T T x y T T / 2 x T T x/2 T T q

      

                          

The heat input per unit length is

 

in

  • q

q 4 x     On a percentage basis, the ratio of convection to heat in is

 

conv in

n q /q 100.    

slide-53
SLIDE 53

Problem: Cold Plate (cont.)

Results of the calculations (in C) are as follows: Time: 5.00 s; n = 60.57% 19.612 19.712 19.974 20.206 20.292 19.446 19.597 20.105 20.490 20.609 21.370 21.647 21.730 24.217 24.074 23.558 23.494 23.483 25.658 25.608 25.485 25.417 25.396 27.581 27.554 27.493 27.446 27.429

Time: 10.00 s; n = 85.80% 22.269 22.394 22.723 23.025 23.137 21.981 22.167 22.791 23.302 23.461 24.143 24.548 24.673 27.216 27.075 26.569 26.583 26.598 28.898 28.851 28.738 28.690 28.677 30.901 30.877 30.823 30.786 30.773 Time: 15.00 s; n = 94.89% 23.228 23.363 23.716 24.042 24.165 22.896 23.096 23.761 24.317 24.491 25.142 25.594 25.733 28.294 28.155 27.652 27.694 27.719 30.063 30.018 29.908 29.867 29.857 32.095 32.072 32.021 31.987 31.976 Time: 20.00 s; n = 98.16% 23.574 23.712 24.073 24.409 24.535 23.226 23.430 24.110 24.682 24.861 25.502 25.970 26.115 28.682 28.543 28.042 28.094 28.122 30.483 30.438 30.330 30.291 30.282 32.525 32.502 32.452 32.419 32.409 Time: 23.00 s; n = 99.00% 23.663 23.802 24.165 24.503 24.630 23.311 23.516 24.200 24.776 24.957 25.595 26.067 26.214 28.782 28.644 28.143 28.198 28.226 30.591 30.546 30.438 30.400 30.392 32.636 32.613 32.563 32.531 32.520 Temperatures at t = 23 s are everywhere within 0.13C of the final steady-state values.