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Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 1
Review of Thermal Joint Resistance Models for Non-Conforming Rough
Surfaces in a Vacuum
M. BahramiJ. R. Culham
M. M. YovanovichG. E. Schneider
2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23
Department of Mechanical EngineeringMicroelectronics Heat Transfer Laboratory
University of WaterlooWaterloo, ON, Canada
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 2
CONTENTS
• introduction• problem statement• geometrical analysis• mechanical analysis • microcontacts deformation modes• thermal analysis• comparison between TCR models and
experimental data• summary and conclusions
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 3
INTRODUCTION• conduction (microcontacts)• conduction (interstitial fluid)• radiation across the gap
• two resistances in series represent TCR in a vacuum, many researchers assumed
• spherical rough contact includes two problems:– micro scale problem– macro scale problem
• macrocontact area: region where microcontacts are distributed
Rj = Rmic + Rmac
T
ZDT
T1
T2
temperature profile
microcontacts constriction resistance
body 1
body 2
macro constriction resistance
Q
Q
F
F
aL
Qi
Q = S Qi
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 4
PROBLEM STATEMENTGeometrical Model
Macro-Geometry Micro-Geometry
Macro-Contact(Bulk Deformation)
Mechanical Model
Micro-Contacts(Asperity Deformation)
Coupled
Macro-Constriction
Thermal Model
Micro-Constriction
Thermal Joint Resistance
Superposition
Resistance Resistance
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 5
ROUGH SURFACE PARAMETERS
• all solid surfaces are rough
• Gaussian rough surface
• approximate estimations of m
σ = Rq =1L ∫
0
L z2x dx
m =1L ∫
0
L dzxdx dx
Reference CorrelationTanner and Fahoum m = 0.152 σ
0.4
Antonetti et al. m = 0.124 σ 0.743, σ ≤ 1. 6μm
Lambert m = 0.076 σ0.52
σ (µm)m
10-1 100 10110-2
10-1
100
Tanner-Fahoum [11]Antonetti et al. [12]Lambert [13]Antonetti [59]Burde [48]Hegazy [24]McMillan- Mikic [63]Milanez et al. [60]
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 6
EQUIVALENT ROUGH SURFACE• equivalent surface circumvents
problem of misalignment of contacting peaks, Francis (1977)
• equivalent surface of two Gaussian surfaces is itself Gaussian, Greenwood (1967)
• equivalent surface will be in general less anisotropic than the two contacting surfaces, Francis (1977)
σY
mω z
ω
Y zzmm
σσ
smooth flat
mean plane 2
mean plane 1
plane1 1 1
22 2
b) corresponding section through equivalent rough - smooth flat
a) section through two contacting surfaces
equivalent rough
σ = σ12+ σ 2
2 and m = m12+ m2
2
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 7
GEOMETRICAL MODELING
a) contact of non-conforming rough surfaces
b) contact of two rough spherical segments
c) rough sphere-flat contact, effective radius of curvature
ρ
σ
effective radius and roughness
ρ
ρ
ρ
L
d1
2
σσ1
2
Lb
ρ =
bL2
2δ1ρ =
1ρ 1
+1ρ 2
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 8
MICROHARDNESS
Hv = c1dv′
c2
Hegazy (1985)• effective microhardness is significantly greater than the bulk hardness
• microhardness decreases with increasing depth of the indenter until bulk hardness is obtained
Sridhar (1994)• suggested empirical relations to estimate Vickers microhardness coefficients using bulk hardness
c1 = HBGM4. 0 − 5. 77κ + 4. 0κ2− 0.61κ 3
c2 = −0. 57 + 0.82κ − 0. 41κ2+ 0.06κ3
κ = HB/HBGM 0.41 ≤ κ ≤ 2. 39 dv′= dv/d0
** *
** *
* *
Indentation depth t (µm)
Har
dnes
sH
(GPa
)
100 101 102 1031
1.5
2
2.5
3
3.5
4
SS 304Ni 200Zr-2.5% wt NbZr-4
*
macro-hardnessVickers micro-hardness
tdV
dV / t = 7
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 9
MECHANICAL ANALYSIS
ρO
F
O
ρ
F
elastic half-space
Elasticity theoryElastoplastic modelFully plastic model
contact plane
σ
smooth flat
m
ωY Z
plane
Plastic modelsElastic modelsElastoplastic models
a
a
P(r) σ
contact of spherical rough surfaces
smooth (Hertzian) contact (macro-scale)
contact of conforming rough surfaces (micro-scale)
contact plane elastic half-space
Hz
L
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 10
MACROCONTACT PROBLEMHertz (1881) (elastic contact of smooth spheres)
• each body is modeled as elastic half-space loaded over small contact region
• strains are small; surfaces are frictionless
• pressure distribution assumed
Elastoplastic and Fully Plastic [Cavity model of Johnson (1985)]
• when yield point is exceeded plastic zone is small and fully contained by material which remains elastic
• contact load must be increased about 400 times from initial yielding to fully plastic flow, elastoplastic transition region is very long
• when the plastic deformation is severe, elastic deformation may be neglected
• Hardy et al. (1971) showed plastic flow leads to “flattening” of pressure distribution
Pr = P0 1 − r/aHz 2
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 11
MICROCONTACTCommon Assumptions• contacting surfaces are rough, isotropic, with Gaussian asperity distribution
• microcontact are independent; interfacial force on microcontact acts normally (no friction)
• deformation mechanics (stress and displacement) are uniquely determined by shape of equivalent surface
Plastic Models• Abott and Firestone (1933) model assumed asperities are “flattened” or, equivalently penetrate into the smooth surface without any change in shape of the part of surfaces not yet in contact
• Tsukizoe and Kisakado (1965) and Cooper et al. (1969) derived relations for size and number of microcontacts
Ar/Aa = Pm/Hmic
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 12
MICROCONTACT (CONT.’D)Elastic Models, GW (1966)• all summits have same radius of curvature;
with Gaussian distribution
• distribution of summit heights is same as heights standard deviation, i.e., ✤s = ✤
• summits deform elastically and Hertz theory applied for each individual summit
Elastoplastic Models• Chang et al. (1987)• Zhao et al. (2000)
surface mean plane
mean summit height
separation
equivalent elastic rough surface
rigid smooth flat
z
β
z
d
Yβ
s
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 13
MICROCONTACTS DEFORMATIONSPlasticity Index
• GW “most surfaces have plasticity indices larger than 1.0, except for very smooth surfaces, asperities will flow plastically under the lightest loads”
• Mikic (1974) reported mode of deformation, as stated by GW, depends only on material properties and shape of asperities, and it is not sensitive to pressure level
Model as′ ns
′ F ′
GW exp−λ2/erfcλ − π λ erfcλ λ exp −
λ2
2 1 + 2λ2K 14
λ2
2 − 2λ 2K 34
λ2
2
TK 1/λ λ exp−λ2 exp−λ2/λCMY expλ 2erfcλ exp−2λ 2 /erfcλ erfcλ
γGW = E ′ /H σ/β
γMik ic = Hmic/E ′mλ = Y/ 2 σ
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 14
ELASTIC, PLASTIC MODEL TRENDS
λ
a's
10-3 10-2 10-1 100
TK [33, 34]CMY [18]GW [1]
λ
A'r
10-3 10-2 10-1 100
TK [33, 34]CMY [18]GW [1]
λ
F'
10-3 10-2 10-1 100
TK [33, 34]CMY [18]GW [1]
λ
n's
10-3 10-2 10-1 100
TK [33, 34]CMY [18]GW [1]
λ = Y/ 2 σ
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 15
THERMAL ANALYSISCommon Assumptions
• contacting solids are isotropic; thermophysical properties are constant
• contacting solids are thick relative to roughness or waviness scales
• surfaces are clean; contact is static
• radiation heat transfer is negligible
• microcontacts are circular; microcontacts are isothermal and flat
• steady-state heat transfer at microcontacts
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 16
SPREADING/CONSTRICTION RESISTANCE
flow-lines
aT
Tsink
Q
half-space
heat source
isotherms
heat sink
c
k
TCR models assume a number of heat channels exist within macrocontact area
1. Heat Source on a Half-spaceclassical steady-state solutions are available for two boundary conditions;
• isothermal
• isoflux
• difference between isoflux and isothermal heat sources is 8%
Rs,isothermal = 1/4ka
Rs,isoflux = 1. 08Rs,isothermal
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 17
SPREADING RESISTANCE 2
ε
ψ(ε
)
0 0.25 0.5 0.75 10
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1Gibson [61]Negus-Yovanovich [62]Cooper et al. [18]Mikic - Rohsenow [4]Roess [52]
Gibson
Cooper et al.
Mikic - Rohsenow
Roess
Negus-Yovanovich
a
2
k
b
Q
Qk
1
isothermalor isoflux heat contact area
adiabaticRtwo flux tubes =ψ
4k 1a +ψ
4k 2a =ψ
2k sa
2. Flux Tube Solution Reference Correlation
Roess (1950)1 − 1.4093 + 0. 29593
+ 0.05255
+ 0.0210417+ 0.01119
+ 0. 006311
Mikic-Rohsenow (1966) 1 − 4/πCooper et al. (1969) 1 −
1.5
Gibson (1976) 1 − 1.4092 + 0. 33813+ 0. 06795
Negus-Yovanovich (1984)1 − 1.4098 + 0. 34413
+ 0. 04315
+ 0.02277
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 18
NON-CONFORMING ROUGH TCR MODELSClausing and Chao (1963)• plastic microcontacts; Hmic corrected by empirical factor to account for elastic deformation of asperities
• identical microcontacts uniformly distributed, in triangular array, over macrocontact region
• microcontacts considered as isothermal circular heat sources on a half-space
• average size of microcontacts as is independent of load and it is of same order of magnitude as surface roughness, i.e., as= ✤
• neglecting effect of roughness on macrocontact, radius of macrocontact, aL, obtained from Hertz theory
b
ρ
δδ
ρa
F
F
2a
2b
2b
macrocontact area
contact plane
contact plane, plan view
microcontact area
1
1
2
2
2a
L
L
L
S
S
L
Rj = Rmic + Rmac
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 19
NON-CONFORMING ROUGH TCR MODELS 2
• Mikic and Rohsenow (1966) studied TCR for various types of surface waviness and conditions
• Kitscha (1982) and Fisher (1985) developed models similar to Clausing and Chao's model and experimentally verified their models for relatively small radii of curvature and different levels of roughness
• Burde (1977) derived expressions for size distribution, and number of microcontacts, which described the increase in macrocontact radius for increasing roughness
• Lambert (1995) studied TCR of two rough spheres in a vacuum
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 20
COMPARISON WITH DATA
Parameters57.3 ≤ E′ ≤ 114.0 GPa16.6 ≤ ks ≤ 75.8 W/mK0.12 ≤ σ ≤ 13.94 μm0.04 ≤ m ≤ 0.34 −0.013 ≤ ρ 120 m
• Clausing and Chao (1963)
• Yovanovich (1982)
• Lambert (1995)
• Yovanovich (1986) elasto-constriction approximation
Ref. Researcher Specimen Material(s)A Antonetti (1983) Ni 200B Burde (1977) SPS 245, Carbon SteelF Fisher (1985) Ni 200, Carbon Steel
H Hegazy (1985)
Ni 200SS 304Zircaloy4Zr-2.5%wt Nb
K Kitscha (1982) Steel 1020,Carbon SteelM Milanez et al. (2003) SS 304
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 21
TCR LIMITSNon-Conforming Rough
Surface ModelR j = R m ic + R m a c
ElastoconstrictionModel
Conforming RoughSurface Model
σ → 0a L → a Hz
ρ → ∞
P → F/πb L2
R j → R mic
Rmic =
σ/m
1.25AaksP/Hc0.95
R j → R mac
Rmac =
ψa Hz /bL
2k saHz
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 22
ELASTOCONSTRICTION LIMIT
* * * * *+
++
xx
x
106 F / E' ρ2
R jk s
ρ
10-1 100 101
10-1
100
101
102
103
104
K, T1K, T2F, 11AF, 11BF, 13AB, A-1B, A-2B, A-3B, A-4B, A-5B, A-6Lambert (1995)Yovanovich (1982)Clausing and Chao (1963)elasto-constriction (1986)
*+x
Yovanovich (1982)
Lambert (1995)
Clausing and Chao (1963)
elasto-constriction (1986)
conforming rough model
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 23
CONFORMING ROUGH LIMIT
• • • • • • • • • • •• • • •••••• • ••
x
x
x
x
x
xx
xx x
x
:
:
::
: :
-
--
- -
-
x
xx x x
xx
F / Hmic bL2
R jk s
b L2/(
σ/m
)
10-5 10-4 10-3 10-2 10-1
102
103
104
105 H, PNI0910H, PNI0708H, PNI0506H, PNI0304H, PNI0201H, PSS0708H, PSS0506H, PSS0304H, PSS0102H, PZ40102H, PZ40304H, PZ40506H, PZ40708H, PZN0102H, PZN0304H, PZN0506H, PZN0708M, T1A, P3435A, P2627A, P1011A, P0809Yovanovich (1982)Lambert (1995)Clausing and Chao (1963)
•
x:
-x
Yovanovich (1982)
Lambert (1995)
Clausing andChao (1963)
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 24
SUMMARY AND CONCLUSIONS• TCR modeling consists of three analyses: geometrical,
mechanical, and thermal; each one includes a macro and micro part
• recommended empirical correlations, m, were summarized and compared with experimental data. Uncertainty of correlations is high
• a set of scale relationships were derived for contact parametersfor GW elastic, CMY and TK plastic conforming rough models. It was graphically shown that their trends are similar
• trends of contacting rough surfaces was determined essentially by surface statistical characteristics. Also combination of plastic and elastic modes would introduce no new features
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 25
SUMMARY AND CONCLUSIONS 2• common assumptions of existing thermal analyses were summarized
• existing correlations for flux tube resistance were compared; it was shown all correlations show good agreement for the applicable range
• experimental data of many researchers were summarized and grouped into two limiting cases:
• conforming rough• elasto-constriction
• data were non-dimensionalized and compared with TCR models at limiting cases
• no existing theoretical model covers both limiting cases
σ → 0ρ → ∞
Review of Thermal Joint Resistance Models For Non-Conforming Rough Surfaces in a Vacuum2003 ASME Summer Heat Transfer Conference – Las Vegas, Nevada, July 21 - 23 26
• Natural Sciences and Engineering Research Council of
Canada (NSERC)
• The Center for Microelectronics Assembly and Packaging
(CMAP)
ACKNOWLEDGEMENTS