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[分享] Engineering with Rubber: How to design Rubber Components

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发表于 2007-1-28 12:09:49 | 显示全部楼层 |阅读模式 来自: 中国安徽芜湖

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一本英文版的橡胶制品设计手册
( ^1 q( ]9 X# c  a3 Y& M. @$ Y共有六个压缩卷7 s7 \. x2 \4 }

: q; c$ |  M- o% d[ 本帖最后由 rubberchem 于 2007-1-28 12:26 编辑 ]

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 楼主| 发表于 2007-1-28 12:17:46 | 显示全部楼层 来自: 中国安徽芜湖

Engineering with Rubber: How to design Rubber Component

1. Introduction ........................................................................ 1( Y3 `. x% G' V8 \3 v  S; M9 i
1.1 Rubber in Engineering ............................................................ 2; a9 n  P8 Y$ n) [8 U1 B6 w* b" K  L
1.2 Elastomers .............................................................................. 27 V6 Y7 J# w1 \9 O' x9 Y
1.3 Dynamic Application ................................................................ 3
$ T$ D4 n# H" _5 `6 K1.4 General Design Principles ...................................................... 4
% M3 [- B) a, j- X1.5 Thermal Expansivity, Pressure, and Swelling ........................ 4
# u4 ?& n, Q( \1 F' U1.6 Specific Applications and Operating Principles ...................... 5
7 h3 r0 G/ i5 [/ R% }1.7 Seal Life ................................................................................... 8! N8 A$ O- G% C4 C' \1 D; ?
1.8 Seal Friction ............................................................................ 8% c$ O; ~4 l# \. i; h
1.9 Acknowledgments ................................................................... 83 L  }/ s* l& _& ]: Y
1.10 References .............................................................................. 9
2 i9 B+ `' G) e1 `* X# Z0 v: x2. Materials and Compounds ................................................ 11# }+ h( z- h  ?2 w. w
2.1 Introduction .............................................................................. 132 Y. ~) e  \+ ]9 j+ J
2.2 Elastomer Types ..................................................................... 13. s( a/ A7 c# G- j2 z0 a# {
2.2.1 General-Purpose Elastomers ................................. 13; o1 w0 s7 E+ p3 v, d! ~; j# r
2.2.1.1 Styrene-Butadiene Rubber (SBR) ............. 13
* ^, a8 D$ y9 |, p6 K4 r9 S. D) X2.2.1.2 Polyisoprene (NR, IR) ............................... 14
+ h7 o$ D) s  R* s& q: Q& u2.2.1.3 Polybutadiene (BR) ................................... 152 R. N5 v( A; `4 l) f; p, }
2.2.2 Specialty Elastomers ............................................. 159 J8 H! ^0 R( T& x" b3 f4 T1 ^) r" \
2.2.2.1 Polychloroprene (CR) ................................ 15; P% m0 U3 E- _' B( Y0 L9 H
2.2.2.2 Acrylonitrile-Butadiene Rubber
" ^/ n" Z# v) i$ @7 u: W! b/ q# g(NBR) ........................................................ 16. v% N& W5 i# N, k) I
2.2.2.3 Hydrogenated Nitrile Rubber; A& k# y# I7 o) w( G! n
(HNBR) ...................................................... 16
; \* t2 ~( Z' w  Z0 z, W& C, g2.2.2.4 Butyl Rubber (IIR) ..................................... 16
1 H- t/ `. V* Y4 j" M- P2.2.2.5 Ethylene-Propylene Rubber) A9 }6 G7 K& _
(EPR, EPDM) ............................................ 16
) E) G4 J( E  v) e2.2.2.6 Silicone Rubber (MQ) ................................ 17
3 K$ @+ l5 l" o( q1 g2.2.2.7 Polysulfide Rubber (T) .............................. 17% J9 ~' x7 Q+ C! s
2.2.2.8 Chlorosulfonated Polyethylene, h; j, h: B9 u; _# d! a. h3 w
(CSM) ........................................................ 17, ?  M. R, ^6 C6 E' _0 d; v+ u
2.2.2.9 Chlorinated Polyethylene (CM) ................. 17
  i3 @% n. i. _2.2.2.10 Ethylene-Methyl Acrylate Rubber' ~  b6 o6 t; H7 s( g2 y
(AEM) ........................................................ 18
) b  c; d6 m3 A+ A( I' d2.2.2.11 Acrylic Rubber (ACM) ............................... 18
& N; S1 G3 J! X2.2.2.12 Fluorocarbon Rubbers (FKM) ................... 18
6 X" }. }- Y! @' S2.2.2.13 Epichlorohydrin Rubber (ECO) ................. 18+ j- ~4 r! t. ?# E% o# E& i/ C
2.2.2.14 Urethane Rubber ....................................... 18% Q8 K4 @8 g; o' C" F+ x5 U
2.3 Compounding .......................................................................... 19, q* H/ j, B0 F# }5 Y4 r
2.3.1 Vulcanization and Curing ....................................... 19
$ G; N  n8 S" ]' i$ e5 }5 h2 Z2.3.1.1 Sulfur Curing ............................................. 19) p0 x- t( A/ d. o' e
2.3.1.2 Determination of Crosslink Density ........... 21
4 V! K$ _. {% D( o: A% H2.3.1.3 Influence of Crosslink Density ................... 223 P0 F5 v1 g$ h  d( v9 _) q! ?# b
2.3.1.4 Other Cure Systems .................................. 23
0 f( f; {+ X# e8 p+ U" [4 z2.3.2 Reinforcement ....................................................... 231 Y; H: C' Z  Y& Y
2.3.3 Anti-Degradants ..................................................... 25
6 |6 ^. }* K$ d1 E# Z% s8 ]4 R: t. b2.3.3.1 Ozone Attack ............................................. 25
: J+ t* {" L6 g& d2.3.3.2 Oxidation ................................................... 26
  [1 I9 Q& Z) F2.3.4 Process Aids .......................................................... 28
/ N) B3 g8 W9 F6 q' p7 V0 O1 b- U8 l* T2.3.5 Extenders .............................................................. 28& }* B3 Q) G6 {+ q: ~8 B9 J
2.3.6 Tackifiers ............................................................... 29
# }, d+ }6 H9 V$ K2 m3 _; k2.4 Typical Rubber Compounds ................................................... 29

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 楼主| 发表于 2007-1-28 12:33:29 | 显示全部楼层 来自: 中国安徽芜湖

Engineering with Rubber: How to design Rubber Components

Acknowledgments ............................................................................ 33
' d4 S3 t1 H, D$ |/ H' zBibliography ...................................................................................... 33) a$ {" e1 r' q( o" Z3 y
Problems .......................................................................................... 34
  S& x- r2 K  J2 U/ I- X8 XAnswers ............................................................................................ 34
) B# `, N# ~/ O7 Y( D3. Elasticity ............................................................................. 35: f$ @/ [% l( p
3.1 Introduction .............................................................................. 37% V# g5 t! |6 I1 d% ?
3.2 Elastic Properties at Small Strains .......................................... 379 ^8 E" @. N: a
3.2.1 Elastic Constants ................................................... 37
& Q: K0 g" C0 [+ c) Q# U" L7 O1 [3.2.2 Relation between Shear Modulus G and7 ~+ c# f1 Y4 t8 ^  H* r/ d$ ^1 V
Composition ........................................................... 40# ~& g1 y( E, ?, N2 W6 ?; S
3.2.3 Stiffness of Components ........................................ 42
0 `9 {# c. @6 D, a+ y7 z$ R3.2.3.1 Choice of Shear Modulus .......................... 42
$ \6 C1 K  N! b1 @3.2.3.2 Shear Deformation of Bonded Blocks
: j( l8 _2 s+ Y- Jand Hollow Cylindrical Tubes .................... 423 w8 `6 V7 D  {& Y
3.2.3.3 Small Compressions or Extensions of
% Q4 G( T0 T; w& wBonded Blocks .......................................... 44
) v% d$ W3 F* b& b2 h, Q0 E) Q3.2.3.4 Maximum Permitted Loads in
0 I) I/ F9 O3 @! Y) H) fTension and Compression ........................ 46# z/ D/ ^& h: T5 J+ C
3.2.3.5 Indentation of Rubber Blocks by Rigid: |  _; F: s7 u# y% N
Indentors ................................................... 477 N0 T& Z1 r. V, {* ^
3.2.3.6 Protrusion of Rubber Through a Hole! Q3 Z4 u4 |4 y. t* w& M
in a Rigid Plate .......................................... 49
, r0 ?2 P, d" k3.3 Large Deformations ................................................................. 50
3 I: j5 N; c. w9 S1 g2 r3.3.1 General Theory of Large Elastic
0 c; G* l' l. ODeformations ......................................................... 50  }% c; U  k* [2 s8 h$ h) B# I8 W
3.3.2 Stress-Strain Relations in Selected Cases ............. 51  U* W& R1 Y: X: N/ O" `
3.3.2.1 General Relations between Stress* ^* s( L4 A! C4 N1 v, H
and Strain .................................................. 51
, a. v1 _3 N7 c; Z" u: g, x3.3.2.2 Simple Extension ...................................... 51
; y" R. w( m' ]! M" u6 Z9 U3.3.2.3 Evaluation of the Strain Energy' i+ Z4 Q5 w: }  {/ Y: y7 W
Function W ................................................ 52
" I8 _* o; a( m  d1 l3.3.2.4 Elastic Behavior of Filled Rubber5 i6 X9 `9 e% l8 V/ I
Vulcanizates .............................................. 54
0 M& V5 b* }2 o( ?3.3.2.5 Equi-Biaxial Stretching .............................. 56  H8 _) z# |. g, H, H( i% k
3.3.2.6 Constrained Tension (Pure Shear) ........... 57) `' f! {) }7 v7 z
3.3.2.7 Inflation of a Spherical Shell. u$ E# k# s% @2 A
(Balloon) .................................................... 58
/ a3 c& p1 i" U$ V0 b! U- b+ r3.3.2.8 Inflation of a Spherical Cavity .................... 59" G) w( A5 c5 D( c& x; j5 q
3.3.3 Second-Order Stresses ......................................... 60
: W4 z0 k" F+ W3.3.3.1 Simple Shear ............................................. 60* w: }6 e# }: O
3.3.3.2 Torsion ...................................................... 62
( d' J( H& j' o4 ~3.4 Molecular Theory of Rubber Elasticity .................................... 63' |; ?) d" ~/ ?' k1 }2 s" t
3.4.1 Elastic Behavior of a Single Molecular
( ]: G: T0 ^6 w2 g4 i, qStrand .................................................................... 639 z1 u1 X4 I" D0 W, e
3.4.2 Elasticity of a Molecular Network ........................... 64
2 a4 j4 ?/ B$ [3 e* K7 P3.4.3 Effective Density of Network Strands ..................... 66) E( h- g. k% V' x, }
3.4.4 The Second Term in the Strain Energy. V! d' H4 |% M% ]* S6 f! R
Function ................................................................. 66: [9 u, W9 q9 j' Y2 B
3.4.5 Concluding Remarks on Molecular Theories .......... 68& x8 u! K9 c- j
Acknowledgments ............................................................................ 682 f- p( H: \" a3 c
References ....................................................................................... 68
/ S) L% ^9 M( C& y/ sProblems .......................................................................................... 70% X% H% V8 f# P7 r
Answers to Selected Problems ........................................................ 70
% H& a! n$ E5 v( W7 ?4 l+ D% m4. Dynamic Mechanical Properties ....................................... 73- E2 y( u, `7 H1 H
4.1 Introduction .............................................................................. 74
& o+ H" O% A5 F  q7 b+ M1 A( W4.2 Viscoelasticity .......................................................................... 74- g) m7 w; M1 G" \% O
4.3 Dynamic Experiments ............................................................. 78
) s, J; w* _8 y8 f! I1 \4 W4.4 Energy Considerations ............................................................ 82
0 \  u: L- a8 {  O4.5 Motion of a Suspended Mass ................................................. 82# G! k/ U- \3 X5 K% L% u
4.6 Experimental Techniques ....................................................... 87
* S: ]  ^, D* Y7 X! ^" w4.6.1 Forced Nonresonance Vibration ............................ 87

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 楼主| 发表于 2007-1-28 12:46:52 | 显示全部楼层 来自: 中国安徽芜湖

Engineering with Rubber: How to design Rubber Components

4.6.2 Forced Resonance Vibration ................................. 877 m( }0 q1 k3 `- p& l
4.6.3 Free Vibration Methods ......................................... 87
6 q2 ?+ K7 s- T9 B- Q2 Y2 V( _4.6.4 Rebound Resilience ............................................... 87( f1 W0 A4 m- A$ [$ N
4.6.5 Effect of Static and Dynamic Strain Levels ............ 885 s% P4 e' ?4 O% N4 c) T  G! ^
4.7 Application of Dynamic Mechanical Measurements ............... 89! X8 }- B# c2 z8 W5 Q  n
4.7.1 Heat Generation in Rubber Components ............... 89
+ H& `) B9 A- I( _4.7.2 Vibration Isolation .................................................. 891 v0 f+ z8 Z. \& o8 g
4.7.3 Shock Absorbers ................................................... 90; X: [/ \1 ?7 V7 b1 j
4.8 Effects of Temperature and Frequency .................................. 90
2 Y2 [+ I/ }' P4.9 Thixotropic Effects in Filled Rubber Compounds ................... 94; s# l# F; V- J8 s
Acknowledgements .......................................................................... 94
* t) H, l  y$ XReferences ....................................................................................... 96
- Y% ]8 ?$ q2 l+ d5 n" _) HProblems .......................................................................................... 96$ }3 T) O1 z) y- j& ^3 ^. d: e4 ^
Answers ............................................................................................ 97" J' V- v3 [" E) D; U, U0 e) M
5. Strength .............................................................................. 99
# J% M- z; i0 A+ t" e5.1 Introduction .............................................................................. 100
( ~( t- E; ~6 n; f. j5.2 Fracture Mechanics ................................................................. 100- E9 V/ Z& K" G: q
5.2.1 Analysis of the Test Pieces .................................... 102
/ y! Q* F3 \, r- I4 _9 V5.2.2 The Strain Energy Concentration at a5 V3 E3 Q8 a2 i- S8 Z  C/ p6 n6 z
Crack Tip ............................................................... 1035 S; s' ^1 n- d7 J( u
5.3 Tear Behavior .......................................................................... 104
, q; k# f! R- S5.4 Crack Growth under Repeated Loading ................................. 109
0 H3 f0 J  S+ p7 ]6 [( f' a. U5.4.1 The Fatigue Limit and the Effect of Ozone ............. 111
$ V$ Y" i4 Q3 k: W5.4.2 Physical Interpretation of G0 .................................. 113( Y4 O5 D7 l6 d9 [4 m+ k( O
5.4.3 Effects of Type of Elastomer and Filler .................. 114
3 @4 }; ]' L1 G2 X$ V+ f7 U+ y+ X5.4.4 Effect of Oxygen .................................................... 114* O! M9 b6 ^2 s
5.4.5 Effects of Frequency and Temperature .................. 116' r' y: ]) r% g5 S6 V/ d  c" G  `
5.4.6 Nonrelaxing Effects ................................................ 1166 |! N6 [# }+ F
5.4.7 Time-Dependent Failure ........................................ 117* @8 g( g( y5 ]- o2 }0 H
5.5 Ozone Attack ........................................................................... 117
5 z0 N4 w+ H# E$ [! P/ q5.6 Tensile Strength ...................................................................... 1212 f/ t: m3 o% g
5.7 Crack Growth in Shear and Compression .............................. 122' h+ {' n1 S: k5 z9 h
5.8 Cavitation and Related Failures .............................................. 1258 Z# n! E( r# K# H6 c) f2 b* |
5.9 Conclusions ............................................................................. 126
4 }- M7 S5 Q4 X! s' d' xBibliography ...................................................................................... 1266 D. U* O- W+ N
Problems .......................................................................................... 129
4 Q0 f( N% d: Q+ y, ^! fAnswers ............................................................................................ 131
6 x' @! |# \& k! y2 b6. Mechanical Fatigue ............................................................ 137% n+ g* a- C; R# B$ [% R% S3 `/ P, G* w
6.1 Introduction .............................................................................. 139
6 V& J: N7 r% ]- {; {/ t  T6.2 Application of Fracture Mechanics to Mechanical0 q. y6 [6 \! X0 E1 ?+ @
Fatigue of Rubber ................................................................... 140
3 |! L7 K# b8 x. |6.3 Initiation and Propagation of Cracks ....................................... 142
- c( K8 ^  Y/ @8 A# d6.3.1 Fatigue Crack Initiation .......................................... 142
0 W$ M& Q- L+ ]' E# I3 l6.3.2 Fatigue Life and Crack Growth .............................. 143
9 \$ `2 d; {, h; z; N9 j8 E6.3.3 Fatigue Crack Propagation: The Fatigue
# J7 T0 i- v/ X+ }- W4 uCrack Growth Characteristic .................................. 1442 L' u7 G8 P) ?6 X2 K2 g- s
6.3.4 Fatigue Life Determinations from the Crack& b, R+ z# G$ u6 L1 x) O
Growth Characteristics .......................................... 146& W3 \( X$ I/ X  ^/ S; ]
6.4 Fatigue Crack Growth Test Methodology ............................... 148' r6 n& D/ D. m* }; f4 B
6.4.1 Experimental Determination of Dynamic- Y% `1 g* V9 j" ~, Y
Tearing Energies for Fatigue Crack
9 P6 E% H" |1 A7 i* X9 W2 d% P$ CPropagation ........................................................... 148
+ J0 G1 {3 o/ o* C  s' h: k# {6.4.2 Kinetics of Crack Growth ....................................... 149
* Q/ K0 ^: `: @( _6.4.3 Effects of Test Variables on Fatigue Crack4 D" w) I4 C0 t6 V! N3 W
Growth Characteristics and Dynamic. x6 m* `8 {* f: k
Fatigue Life ............................................................ 150- {6 ^) n) x7 l- u3 K/ ^
6.4.3.1 Waveform .................................................. 150
* R2 T2 x. E3 E* g4 A- j. K6 d6.4.3.2 Frequency ................................................. 150
% D: Q, @9 Z# S; G+ J6.4.3.3 Temperature .............................................. 150

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 楼主| 发表于 2007-1-28 13:05:04 | 显示全部楼层 来自: 中国安徽芜湖

Engineering with Rubber: How to design Rubber Components

6.4.3.4 Static Strain/Stress .................................... 152
6 @" u8 E2 a( E- [9 i1 B. z6.5 Material Variables and Their Effect on Fatigue Crack# t% ]; o8 k1 P' b% h" b7 l
Growth ..................................................................................... 1548 }, A; l3 v( D, v6 {0 z" G
6.5.1 Reinforcing Fillers and Compound Modulus ........... 154
) [! M) Y! p7 P  G$ n8 D# l6.5.2 Elastomer Type ..................................................... 156
3 Y" s* `5 z* d& i9 u2 f  }6.5.3 Vulcanizing System ............................................... 157
: z# ^6 o5 F4 {+ g% x+ u+ W8 v6.6 Fatigue and Crack Growth of Rubber under Biaxial
, j, Z! `* s- L9 HStresses .................................................................................. 158
! [8 t* _, j* b2 ]6.7 Fatigue in Rubber Composites ............................................... 1596 ~8 }2 ^- y- v$ [  f
6.7.1 Effect of Wires, Cords, and Their Spacing on* a1 ]1 z. V6 i" B. k
Fatigue Crack Propagation .................................... 160
: A% j9 b" f: ]3 k9 G- W2 |! {1 T7 h6.7.2 Effect of Minimum Strain or Stress ......................... 160
+ P1 ~/ p% n% z/ z0 s$ u& n6.7.3 Comparison of S-N Curve and Fatigue Crack
( R$ x) F6 X1 H" _Propagation Constants for Rubber-Wire
$ g1 Y% W+ q& U  P8 u% oComposites ............................................................ 163- r% q4 w1 Y" M! f! J& z; \1 U
6.7.4 Fatigue of Two-Ply Rubber-Cord Laminates .......... 164# [8 @- r. h8 O$ q3 ]% q9 A! `. d% H
6.8 Fatigue Cracking of Rubber in Compression and Shear
# Q  {. y6 g/ X3 S, q  V+ dApplications ............................................................................. 165. ]. o8 @0 @7 w
6.8.1 Crack Growth in Compression ............................... 165
) l5 n: F8 {( w& c- Z6.8.2 Crack Growth in Shear .......................................... 167, o! S1 v4 @( U, Q/ M2 B6 @' E( c
6.9 Environmental Effects ............................................................. 168
* T  s/ y( a/ n  ^6.10 Modeling and Life Predictions of Elastomeric8 O+ N0 [) |. z1 v: P2 g
Components ............................................................................ 169
  \& S; O- ~& w) f3 F6 N6.11 Fatigue Crack Propagation in Thermoplastic* i8 A6 B: B, E3 V5 S$ N5 o
Elastomers .............................................................................. 170
8 r/ o) [: x* S1 |/ e  d. B6.12 Durability of Thermoplastic Elastomers .................................. 170$ ~& X( ~# e* }6 q+ c* y5 F
6.13 Summary ................................................................................. 172
1 b) I" `& K9 M6 lAcknowledgments ............................................................................ 1736 t6 ~1 a7 @" e9 w5 {" u
References ....................................................................................... 173$ \2 P  e3 o( y4 {* y
Problems .......................................................................................... 1741 ^' V1 y5 @1 s" V+ R& X8 V% s; r+ }
Answers ............................................................................................ 175
) P5 _3 Y/ d+ l7. Durability ............................................................................ 177
. u$ }* [0 p' x7.1 Introduction .............................................................................. 179
' d, j. Z! }) T& }# @7.2 Creep, Stress Relaxation, and Set ......................................... 180! y  z% N" a% z& q" g" t
7.2.1 Creep ..................................................................... 181* D! v! A% A0 g
7.2.2 Stress Relaxation .................................................. 181$ n" @" \! J, {6 F. a3 G8 @6 u: [
7.2.3 Physical Relaxation ............................................... 182
% b1 G6 }' F* N5 W7.2.4 Chemical Relaxation .............................................. 183
; ~% k, k- z! Y4 M9 K; ]% @( b) J7.2.5 Compression Set and Recovery ............................ 184
0 p" m, R7 }# p" V7.2.6 Case Study ............................................................ 185
* ]$ i( |9 p$ j% ~7.3 Longevity of Elastomers in Air ................................................ 186/ ?# j+ x: X0 b; X( v8 M  a6 F
7.3.1 Durability at Ambient Temperatures ....................... 1860 `) j) q, J7 q8 ?) U3 u
7.3.2 Sunlight and Weathering ....................................... 186$ o% g/ f# t: k2 ?! Y0 x' {
7.3.3 Ozone Cracking ..................................................... 187* j3 K4 z5 w5 S* K7 l: |
7.3.4 Structural Bearings: Case Studies ......................... 187+ c, B. N7 [, z2 s0 ^5 c. A3 Y+ L
7.3.4.1 Natural Rubber Pads on a Rail
. F1 o2 p: C4 h: s' ?+ ~Viaduct after 100 Years of Service ............ 187
- f' Z, k' |% \  h- D6 w7.3.4.2 Laminated Bridge Bearings after 20
9 s& b4 Q. ^# h6 R9 cYears of Service ........................................ 189
5 M! v, s% {5 Y) @3 H; e7.4 Effect of Low Temperatures .................................................... 192# p. H' F& K1 Q; O: I) l
7.4.1 Glass Transition ..................................................... 1927 @+ C* c9 P* ?* t# z( Q& r
7.4.2 Crystallization ........................................................ 192
. G; e4 z! P& o% i5 V6 T3 G: h7.4.3 Reversibility of Low Temperature Effects ............... 193
+ N6 Z; W) ^7 U  j7.5 Effect of Elevated Temperatures ............................................ 193
$ p* y& o6 y. q) N" a2 N7.6 Effect of Fluid Environments ................................................... 195
' l# S8 Z. m/ g% v7.6.1 Aqueous Liquids .................................................... 199; u( p6 O4 ]7 \
7.6.2 Hydrocarbon Liquids .............................................. 201- h, t' D. H6 Y+ J6 g: v% |, R
7.6.3 Hydrocarbon and Other Gases .............................. 203
% n( l: Y6 b9 |9 S8 u- C7.6.4 Effects of Temperature and Chemical( s! U/ ~2 \# F7 A- j
Attack .................................................................... 207
0 I+ {/ f1 O4 s) Z- Q8 Z3 Y7.6.5 Effect of Radiation ................................................. 209

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Engineering with Rubber: How to design Rubber Components

7.7 Durability of Rubber-Metal Bonds ........................................... 209+ m" N: D0 o  O" |$ g
7.7.1 Adhesion Tests ...................................................... 210( Q: y! C6 R$ D2 K
7.7.2 Rubber-Metal Adhesive Systems ........................... 211
2 _( N+ D# T0 X4 y  G7.7.3 Durability in Salt Water: Role of
  i3 ~! {; {8 f9 G5 G; j) z, zElectrochemical Potentials ..................................... 212
4 t$ U" P3 x5 J- w- n! z. u  Y7.8 Life Prediction Methodology .................................................... 214
9 z( A# W2 G5 ?3 {. sAcknowledgement ............................................................................ 217
8 o1 K! [- I* lReferences ....................................................................................... 2172 h9 ]! C- R" ~, R3 r
Problems .......................................................................................... 2180 Q# a1 a" w$ A8 n" a
Answers ............................................................................................ 220) F3 @; S" y) B" T! ~* E
8. Design of Components ..................................................... 223
+ d0 Q( M0 e5 G+ c9 D. \/ I% h" I8.1 Introduction .............................................................................. 224; y# H: i: K/ Q6 G+ L* t
8.2 Shear and Compression Bearings .......................................... 226
# }) ?; _) a# j" k9 E2 K* t- I) Y0 Z8.2.1 Planar Sandwich Forms ......................................... 2264 X) E4 n- S( ^& Q: W# i$ A: f
8.2.1.1 Problem ..................................................... 230
9 J/ W/ R  x$ @2 d2 S/ V8.2.2 Laminate Bearings ................................................. 2316 ~1 \% E2 R- X; w
8.2.2.1 Problem ..................................................... 231
6 r* R' @, m- H0 N9 B" U* a7 ?8.2.3 Tube Form Bearings and Mountings ...................... 233+ K$ [7 {- N$ T8 y( `) ?, M1 K
8.2.3.1 Problem ..................................................... 233, g& v* \2 C4 \& v
8.2.3.2 Problem ..................................................... 236( }1 m- _) M9 t' p, j$ W  T
8.2.4 Effective Shape Factors ......................................... 237
) _( h1 @. A% _4 N# F* h' L8.3 Vibration and Noise Control .................................................... 238
! ?6 }  k. A) _, @3 u5 \9 f6 Z, u8.3.1 Vibration Background Information .......................... 239
+ ]- a. h3 j* U) e. j: r) Z8.3.2 Design Requirements ............................................ 241  y  M4 g. \( R1 P1 j
8.3.3 Sample Problems .................................................. 241
% ~& J9 \1 f: f8.3.3.1 Problem ..................................................... 241
1 w/ i1 v  P! w& V9 w8.3.3.2 Problem ..................................................... 245
) v5 F" n& ?2 `( ]" B8.3.3.3 Problem ..................................................... 246
! l8 ]. x. v7 C# }8.4 Practical Design Guidelines .................................................... 2493 u. s5 b7 A3 ^3 w" ^; X
8.5 Summary and Acknowledgments ........................................... 250" M& z) @- k; }2 N5 G
Nomenclature ................................................................................... 2517 @5 D" W) L0 e7 q$ F, C' n
References ....................................................................................... 251; D3 D; R& G3 a
Problems for Chapter 8 .................................................................... 252& y& O; H' S+ G/ F/ f
Solutions for Problems for Chapter 8 ............................................... 2533 Z8 ^- Y& P& _+ l  {, U
9. Finite Element Analysis .................................................... 257& o0 a1 M" E  Q7 B  ~2 y8 C8 k9 U
9.1 Introduction .............................................................................. 259
* ]5 I, G/ b/ |$ E# r9.2 Material Specification .............................................................. 260" X+ w# G* ?" l3 W$ o+ f
9.2.1 Metal ..................................................................... 260
0 `$ o9 F7 u" M8 l- }8 m* b( W9.2.2 Elastomers ............................................................ 260
/ w3 Y; J+ N& U6 z3 O; X" |9.2.2.1 Linear ........................................................ 260
8 G3 S* I8 C6 s, \9 C; H9.2.2.2 Non-Linear ................................................ 265
( |1 U2 l6 l$ Y; ~9.2.3 Elastomer Material Model Correlation .................... 2740 v* b6 P9 v0 T% M
9.2.3.1 ASTM 412 Tensile Correlation .................. 2741 A5 @4 c2 _7 P( D% r
9.2.3.2 Pure Shear Correlation ............................. 274
- C; l/ S: z7 l1 u/ L' z' x9.2.3.3 Bi-Axial Correlation ................................... 275" w" r- J  z( B8 C( c
9.2.3.4 Simple Shear Correlation .......................... 276- f( L( k% g# j- A5 C0 `; B
9.3 Terminology and Verification .................................................. 276
/ ?$ Y$ {  I, d7 W, A! O1 o9.3.1 Terminology ........................................................... 276
- d' H; g; M4 ]; t9.3.2 Types of FEA Models ............................................ 2773 w1 I/ s+ h$ ~$ w9 d
9.3.3 Model Building ....................................................... 278
% L$ w- c# ~- d% W9.3.3.1 Modeling Hints for Non-Linear FEA .......... 278
2 {' f+ d9 J  i/ z$ {) b5 s9.3.4 Boundary Conditions ............................................. 279/ [2 g$ O/ N4 ?6 B/ ^) L+ z
9.3.5 Solution ................................................................. 280. n! M0 V9 q# l9 l7 q& k8 e& Z- K" V
9.3.5.1 Tangent Stiffness ...................................... 280# k9 |4 f; A: P7 }
9.3.5.2 Newton-Raphson ...................................... 281
. ^& _& q% C2 Z" y9.3.5.3 Non-Linear Material Behavior ................... 281
' U* }* d) o& f+ m, ~  s9.3.5.4 Visco-Elasticity (See Chapter 4) ............... 281
6 w0 W: D9 {0 k$ l' E# X* v" X7 f  k9.3.5.5 Model Verification ...................................... 2827 ?6 v# D( Z5 u$ ~! L* F9 ?
9.3.6 Results .................................................................. 282
1 K! @3 w  Q! _, a1 K' d/ Y9.3.7 Linear Verification .................................................. 283
& b9 O/ f: Z6 E, M4 I9.3.8 Classical Verification – Non-Linear ........................ 283
9 z7 I, N1 n5 [/ r6 w9.4 Example Applications .............................................................. 287
: s' ^' v+ `  n0 S  c9.4.1 Positive Drive Timing Belt ...................................... 2874 m6 Z% \3 q1 M+ b
9.4.2 Dock Fender .......................................................... 288
' o# L  @' L: A/ [( ?8 h9.4.3 Rubber Boot .......................................................... 289
4 u6 C7 {7 n' i! d9.4.4 Bumper Design ...................................................... 291$ }3 s% F6 T2 a" Z0 T; r' s, g
9.4.5 Laminated Bearing ................................................. 2931 l3 v" F9 E( Q& h+ W" m% ?
9.4.6 Down Hole Packer ................................................. 297
' e. u  Z. Z/ B7 I" }, [( F. ~, k9 }9.4.7 Bonded Sandwich Mount ....................................... 297
3 M$ k7 N+ b5 N3 e' c" a: q9.4.8 O-Ring ................................................................... 299& N2 k0 _. f' x' L/ E
9.4.9 Elastomer Hose Model .......................................... 301
! U& v/ n& O5 ~: V9.4.10 Sample Belt ........................................................... 301
* J0 {. O& N7 w0 gReferences ....................................................................................... 304
! d; w! O% Q' _9 X0 g10. Tests and Specifications ................................................... 3074 n# Z7 y! [9 y
10.1 Introduction .............................................................................. 309
! v. n; k% k' {$ W4 e3 G10.1.1 Standard Test Methods ......................................... 309! C0 j9 k1 P$ t2 _( L
10.1.2 Purpose of Testing ................................................. 309+ Q& m# h: a2 ^8 ]* _0 U5 p
10.1.3 Test Piece Preparation .......................................... 310
3 |5 _1 s! v7 X+ i* k1 U+ i6 [10.1.4 Time between Vulcanization and Testing ............... 310
, b9 n& |, R6 V8 w& D5 p10.1.5 Scope of This Chapter ........................................... 310
$ j2 ^  _$ f2 y5 N3 D0 {10.2 Measurement of Design Parameters ...................................... 311! f8 F) a( f5 ]+ T9 |5 O' m  y& T
10.2.1 Young’s Modulus ................................................... 311
) H8 H7 b7 J; {5 ]+ S8 k10.2.2 Shear Modulus ...................................................... 313
2 B& p& F- x+ ]. z) O10.2.3 Creep and Stress Relaxation ................................. 315
5 u" E  W& w9 ^- [7 t  p10.2.3.1 Creep ........................................................ 316
% B9 ?+ I' s4 u10.2.3.2 Stress Relaxation ...................................... 316

Engineering with rubber.part6.rar

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