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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
3 A0 k2 ]; b. N: ]共有六个压缩卷/ M" x* e+ q6 G" W' d
3 n0 |& r3 I1 \( T0 n2 x; N
[ 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% k3 Y, I# t' [
1.1 Rubber in Engineering ............................................................ 25 B  _" S" w# P9 K
1.2 Elastomers .............................................................................. 2( j! Q$ \2 n2 l3 `( L0 d
1.3 Dynamic Application ................................................................ 3
9 r; @" D; i  R1.4 General Design Principles ...................................................... 4& e5 h- [3 R0 l1 g
1.5 Thermal Expansivity, Pressure, and Swelling ........................ 46 H! ^8 Y1 A" K
1.6 Specific Applications and Operating Principles ...................... 5
2 i* ~$ A) a+ B" H( t& |6 y1.7 Seal Life ................................................................................... 8
8 N8 Q! n: _5 {' b; q( X1.8 Seal Friction ............................................................................ 8$ K' D- x- n; j! L6 X+ `
1.9 Acknowledgments ................................................................... 8
, U* R/ E5 x( T1.10 References .............................................................................. 9
; F2 D9 i' n! x2. Materials and Compounds ................................................ 11$ @0 D" u/ _6 P' z" ?3 Z$ U, ^
2.1 Introduction .............................................................................. 13
& `. p) a. P9 k5 @& t( L- I2.2 Elastomer Types ..................................................................... 13
/ N! h7 m9 q5 b( x7 a6 g2.2.1 General-Purpose Elastomers ................................. 13) T# _9 f: _' @( I
2.2.1.1 Styrene-Butadiene Rubber (SBR) ............. 133 v) b6 F! A( V! S9 P- I, n4 D: _" g
2.2.1.2 Polyisoprene (NR, IR) ............................... 14
  _0 C4 B, |/ ?5 A7 M" W* Z. p2.2.1.3 Polybutadiene (BR) ................................... 15( _9 l% ^; C1 E- k
2.2.2 Specialty Elastomers ............................................. 15
+ T- h/ K! h3 d( Y2.2.2.1 Polychloroprene (CR) ................................ 153 R  F0 d4 s& h; x* D' X& U1 r
2.2.2.2 Acrylonitrile-Butadiene Rubber
1 ~- G6 d0 x5 }. d" N, j- c(NBR) ........................................................ 16
7 f0 @. Q9 ]0 k! S) X' Q2.2.2.3 Hydrogenated Nitrile Rubber
+ c4 q* o) h2 j$ k( j(HNBR) ...................................................... 16
' M4 d* }8 N: B6 ]" o2.2.2.4 Butyl Rubber (IIR) ..................................... 16% n' n; J/ s6 B; i: S! m; J1 J
2.2.2.5 Ethylene-Propylene Rubber
9 A, r# j. r2 }' q(EPR, EPDM) ............................................ 16
. u0 h; \) T3 {3 d; [$ E4 U2 m2.2.2.6 Silicone Rubber (MQ) ................................ 17
( |: R* D) f' m* y. i2.2.2.7 Polysulfide Rubber (T) .............................. 17
5 p8 n% `* j5 E9 B/ q" E5 g* p2.2.2.8 Chlorosulfonated Polyethylene
$ O; y& o' J6 L) [7 \' _5 k(CSM) ........................................................ 17
  P& _5 z. E8 l1 z4 A( ~! }2.2.2.9 Chlorinated Polyethylene (CM) ................. 178 Y4 Y: J# d% s. ?& h9 q2 c
2.2.2.10 Ethylene-Methyl Acrylate Rubber
7 z7 s0 l$ V, e(AEM) ........................................................ 18
( @0 i% E3 ]0 P% q2.2.2.11 Acrylic Rubber (ACM) ............................... 18
/ j0 ~" l: a1 t9 [1 ]2.2.2.12 Fluorocarbon Rubbers (FKM) ................... 18
" T+ L# W, g- K# l8 ^) ]& h( F2.2.2.13 Epichlorohydrin Rubber (ECO) ................. 18, L" K4 K1 S2 i
2.2.2.14 Urethane Rubber ....................................... 18
- m6 \  @, [6 M6 k" t" E0 c2.3 Compounding .......................................................................... 19
. p# @* _3 S8 ~, t/ S3 D0 f+ `2.3.1 Vulcanization and Curing ....................................... 19/ |5 d6 v) V! B' D$ |( g+ a) V
2.3.1.1 Sulfur Curing ............................................. 19
- h- H9 w9 h! u2.3.1.2 Determination of Crosslink Density ........... 21/ L! @" l8 d; E* ~3 E9 D
2.3.1.3 Influence of Crosslink Density ................... 22
5 \6 X( z; V1 @8 ~4 S, f4 x2.3.1.4 Other Cure Systems .................................. 23
; F* ~7 E$ y& j! T2.3.2 Reinforcement ....................................................... 23
' D8 `7 u  M) m/ i" H2.3.3 Anti-Degradants ..................................................... 259 _8 P! ?/ O& r/ a9 x6 r
2.3.3.1 Ozone Attack ............................................. 251 [6 u. \1 ?# n: _
2.3.3.2 Oxidation ................................................... 262 h+ {, k  T7 \$ P& J1 m
2.3.4 Process Aids .......................................................... 28
* M/ Q+ b4 X5 Z& H. P1 K7 a+ e2.3.5 Extenders .............................................................. 28
% r3 L, `) i5 T, f$ {8 B( j6 a2.3.6 Tackifiers ............................................................... 29' C9 x$ G1 e' W2 u4 c* n6 x
2.4 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
9 c! \1 A5 _) H. C! oBibliography ...................................................................................... 33
, R) G+ Y+ \6 y0 sProblems .......................................................................................... 34
# h; v9 i/ R5 ?4 T6 MAnswers ............................................................................................ 34
* O3 J" N! P) {  P1 l3 m- |4 w. l3. Elasticity ............................................................................. 35
: t7 P3 s- n5 r. ^1 n& r' L) u/ l" s3.1 Introduction .............................................................................. 37: w9 r' N; \/ R. [, [$ p
3.2 Elastic Properties at Small Strains .......................................... 37$ l; O, Q1 o4 d  b, \0 U( u
3.2.1 Elastic Constants ................................................... 37# h$ m. ~" k" h
3.2.2 Relation between Shear Modulus G and$ e2 P" I( g; L2 i6 q/ R# Z
Composition ........................................................... 406 [3 @: \" o% c! ]
3.2.3 Stiffness of Components ........................................ 42
6 n. Z/ m. g4 _# S' _3.2.3.1 Choice of Shear Modulus .......................... 42
2 b6 _5 }/ Q  U# F/ c3.2.3.2 Shear Deformation of Bonded Blocks! `9 ?, Y$ F9 u# e( d1 c9 a
and Hollow Cylindrical Tubes .................... 424 f+ z+ I% \- r7 ?2 o3 \( |
3.2.3.3 Small Compressions or Extensions of
' n; e4 K, d# }5 K8 s  Q+ EBonded Blocks .......................................... 44
( [* M; x. [& e3.2.3.4 Maximum Permitted Loads in
* `, d0 }5 s) U7 QTension and Compression ........................ 46" S& i/ L" |0 h: ^' [. e
3.2.3.5 Indentation of Rubber Blocks by Rigid
* G+ k! _) V# s. @+ }* d9 UIndentors ................................................... 47
/ N" [/ r. p7 Z% w/ O8 j3.2.3.6 Protrusion of Rubber Through a Hole  Y; H7 M6 Z) ]' B8 H
in a Rigid Plate .......................................... 49+ o; r3 T% ?' d5 R$ q
3.3 Large Deformations ................................................................. 50' s: U% O; A' `' r2 h$ V' s: q9 s
3.3.1 General Theory of Large Elastic- P+ y. I; ]9 h6 E% w/ @
Deformations ......................................................... 506 T+ w0 A* h4 C$ I1 n6 \  g2 s9 d
3.3.2 Stress-Strain Relations in Selected Cases ............. 51$ \& S( O$ A! ~2 z+ ~' r( p
3.3.2.1 General Relations between Stress
+ A/ `. W3 c5 pand Strain .................................................. 51
' M, ^! I: t) U. |% a3.3.2.2 Simple Extension ...................................... 51
9 U- k) q7 q% B/ V7 I. P$ Y3.3.2.3 Evaluation of the Strain Energy
. q4 ]4 x# s" W& a! fFunction W ................................................ 52# R; G- V9 |9 |4 c0 \$ p# s1 @
3.3.2.4 Elastic Behavior of Filled Rubber5 r) i: T7 z9 ?) O
Vulcanizates .............................................. 54
$ U+ ^5 Y  G- M# f' P9 A$ J+ b+ U4 ~3.3.2.5 Equi-Biaxial Stretching .............................. 56
8 n- {' |7 D: E9 x$ I1 |6 F+ m) C3.3.2.6 Constrained Tension (Pure Shear) ........... 570 B5 [0 Q1 y/ A
3.3.2.7 Inflation of a Spherical Shell2 Z! p* ~! C* K# i8 v. N* N6 }3 a' {
(Balloon) .................................................... 58( B% a; a- p5 T$ K. i
3.3.2.8 Inflation of a Spherical Cavity .................... 59
( W( D' z, c3 z6 P. A3.3.3 Second-Order Stresses ......................................... 60, O  p# G; w9 z! W/ G5 K4 k0 D  Z; S
3.3.3.1 Simple Shear ............................................. 60! e' ^' J' y4 c' C) s& S
3.3.3.2 Torsion ...................................................... 62
, R1 q" E* x  }# Z  J5 `/ u& ^3.4 Molecular Theory of Rubber Elasticity .................................... 639 O" j! {& n9 W; t7 P
3.4.1 Elastic Behavior of a Single Molecular1 |* \% |& k$ ?( E
Strand .................................................................... 63
0 {) E! m, j+ S9 `1 G/ w3.4.2 Elasticity of a Molecular Network ........................... 64: F6 N* N* j0 [  t
3.4.3 Effective Density of Network Strands ..................... 66
2 e. N( ^; ^0 B' e6 [" v4 P3 Q4 E0 A3.4.4 The Second Term in the Strain Energy5 [/ u: o4 F; B- ^# s0 Y
Function ................................................................. 66
# G3 l) o8 f6 E2 K3.4.5 Concluding Remarks on Molecular Theories .......... 682 p) B; R" u2 L2 ?
Acknowledgments ............................................................................ 68
) e* E3 V4 b+ A, i8 J. `' R3 w  ZReferences ....................................................................................... 68
+ G6 O* F) Y; {/ G! y& }/ m) fProblems .......................................................................................... 70$ V. X$ N3 h. C- X& u# E1 g. w
Answers to Selected Problems ........................................................ 70
: q( l( m9 o+ F9 j4. Dynamic Mechanical Properties ....................................... 73
9 Z& T+ T; a6 _1 B, b! R2 k4.1 Introduction .............................................................................. 74
0 {4 ~" e$ e0 W0 O4.2 Viscoelasticity .......................................................................... 74
: O& u3 x) F  l! _4.3 Dynamic Experiments ............................................................. 78
+ A  L+ I( T2 t* S5 C3 V" E4.4 Energy Considerations ............................................................ 82  G3 j4 ^4 `6 M5 G
4.5 Motion of a Suspended Mass ................................................. 82: ?/ u* b( K- D7 W# n
4.6 Experimental Techniques ....................................................... 87
6 u' v& g. [3 R4.6.1 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 ................................. 87$ q2 }% U, T& F7 k& j' f, ^
4.6.3 Free Vibration Methods ......................................... 87* }+ z4 D% M' P  f4 {6 K2 M
4.6.4 Rebound Resilience ............................................... 87
/ ~% q: F: O- d! H0 O4 o' }( f3 P) c4.6.5 Effect of Static and Dynamic Strain Levels ............ 884 S& l) _1 N8 C) `* p. |( L# X
4.7 Application of Dynamic Mechanical Measurements ............... 892 n- F% h) K& g
4.7.1 Heat Generation in Rubber Components ............... 89
/ M2 W3 W2 w7 r4.7.2 Vibration Isolation .................................................. 89' G; M. o' O+ N" u2 |
4.7.3 Shock Absorbers ................................................... 90
7 o, R$ z' d# `+ n0 V' K5 m! z4.8 Effects of Temperature and Frequency .................................. 90
: ^# l. R, s& h( F  t% \4.9 Thixotropic Effects in Filled Rubber Compounds ................... 94
- Y3 X$ P  [' G5 uAcknowledgements .......................................................................... 94; \7 Z% M4 B; Q+ O2 @; E
References ....................................................................................... 96
7 ^0 J9 l+ }+ `Problems .......................................................................................... 96
- s8 r% _! Q8 _* N3 oAnswers ............................................................................................ 97
* B/ c& a: ]. d* F5 d, d1 w5. Strength .............................................................................. 99) O( K2 r; o# P# m8 z0 ~
5.1 Introduction .............................................................................. 100/ v$ T1 ^# T! c1 |$ d& |
5.2 Fracture Mechanics ................................................................. 100
: D' [) t; i6 _3 q5 f% c5.2.1 Analysis of the Test Pieces .................................... 1025 k# m; a2 ~: F  u* H
5.2.2 The Strain Energy Concentration at a
$ @3 Z* e2 G6 e" FCrack Tip ............................................................... 103
- D4 i& i0 A" ~" w5 |! L% [  J0 o8 t5.3 Tear Behavior .......................................................................... 104) ~4 D5 h/ x1 d& Q
5.4 Crack Growth under Repeated Loading ................................. 109( ^- t( {- o% \- C0 P4 J
5.4.1 The Fatigue Limit and the Effect of Ozone ............. 111
0 @9 {5 J& w: M" n, Y2 _5.4.2 Physical Interpretation of G0 .................................. 113
* V0 \$ v: Z7 x( H. ~% Z% W5.4.3 Effects of Type of Elastomer and Filler .................. 114
# t+ p+ n4 t/ L/ N- c  Z. L- m5.4.4 Effect of Oxygen .................................................... 114$ p  l( }, }4 P" D) O
5.4.5 Effects of Frequency and Temperature .................. 116  m2 x! r# T  b" V( i
5.4.6 Nonrelaxing Effects ................................................ 1165 M0 x6 t; y6 Z; W" I: K, x
5.4.7 Time-Dependent Failure ........................................ 117
! w! P2 r( S1 n- J6 n5.5 Ozone Attack ........................................................................... 117
, B" }, s3 m. d% V5.6 Tensile Strength ...................................................................... 121% ^0 E2 |/ h0 z9 R: @( l6 x
5.7 Crack Growth in Shear and Compression .............................. 1222 D2 P' o, C! Z6 T
5.8 Cavitation and Related Failures .............................................. 125
, c& P. s% Z2 a  O( O, v0 A5.9 Conclusions ............................................................................. 126
0 c' C9 p- Y0 h. |- a: pBibliography ...................................................................................... 126: D9 C) Y" V: g' G& }0 ~0 O
Problems .......................................................................................... 129
, \3 l8 E# l/ eAnswers ............................................................................................ 131/ N1 A0 a- }6 c* u0 i/ K0 y% F
6. Mechanical Fatigue ............................................................ 137
  x8 u% `$ H0 x+ x6.1 Introduction .............................................................................. 139
' X- d2 _2 V) o, g& P  J  p% n6.2 Application of Fracture Mechanics to Mechanical1 a) _6 u' v8 f& U6 e' `
Fatigue of Rubber ................................................................... 140
* B: `( Z4 e" w. B4 G; \6.3 Initiation and Propagation of Cracks ....................................... 142
* Z2 ^: Q; t2 o! F# y# q; a6.3.1 Fatigue Crack Initiation .......................................... 142
! Y+ ~; V* A0 J+ S0 }2 P6.3.2 Fatigue Life and Crack Growth .............................. 143
- l) Z: V7 R* p% y$ b2 r6.3.3 Fatigue Crack Propagation: The Fatigue
% o& P  {7 c% F2 }- b9 XCrack Growth Characteristic .................................. 144
: C" S4 k# A$ v2 G$ H6.3.4 Fatigue Life Determinations from the Crack
1 ~/ z4 e, G  Q5 g2 EGrowth Characteristics .......................................... 1465 `- p- g2 i  m
6.4 Fatigue Crack Growth Test Methodology ............................... 148- R: [7 T0 |2 u. x0 O
6.4.1 Experimental Determination of Dynamic9 X- f- M  O2 \0 o2 M+ p, ~
Tearing Energies for Fatigue Crack% N! ]7 t; ?9 t1 ^9 M# d3 V: o. g
Propagation ........................................................... 1480 q6 m6 `( `2 V) V& r
6.4.2 Kinetics of Crack Growth ....................................... 149
. G) T( \. N  `# e6.4.3 Effects of Test Variables on Fatigue Crack
- Y' w/ O# }8 O  l$ J* y4 g6 BGrowth Characteristics and Dynamic
7 M% s0 l9 C8 C( g" WFatigue Life ............................................................ 150
: V4 R+ ~1 x. Y4 \" }3 O6.4.3.1 Waveform .................................................. 150
* o" D2 {. \$ h5 l6.4.3.2 Frequency ................................................. 150
# c% {# P2 O; E$ F1 x) j( \" y6.4.3.3 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
' C: u, @0 i1 g- z" B1 m6.5 Material Variables and Their Effect on Fatigue Crack
% a; Y& E% ]: _: ~6 C3 M/ OGrowth ..................................................................................... 154
  t: h; _! b* ]4 d, \. K6.5.1 Reinforcing Fillers and Compound Modulus ........... 154
2 k$ K( {( k. S1 Y( T6.5.2 Elastomer Type ..................................................... 156) T) _. s' Q; ]; x7 k, j
6.5.3 Vulcanizing System ............................................... 157
, d! S. e( g: v6.6 Fatigue and Crack Growth of Rubber under Biaxial
8 o4 X0 v5 h, {3 I$ `Stresses .................................................................................. 1586 h$ ]0 @8 Q- Y+ s5 X
6.7 Fatigue in Rubber Composites ............................................... 159, v, J$ K) Z6 |/ }- R
6.7.1 Effect of Wires, Cords, and Their Spacing on( {+ m5 z7 {2 [% @
Fatigue Crack Propagation .................................... 160
6 x" v. z! `/ K! i  Y6.7.2 Effect of Minimum Strain or Stress ......................... 1605 y6 A2 E/ U& Y5 ?3 J  _; B
6.7.3 Comparison of S-N Curve and Fatigue Crack- {- P2 V& Z6 X+ D. G( `
Propagation Constants for Rubber-Wire
0 e! D( a/ k- s% {5 E9 ^Composites ............................................................ 163
. C0 T, r" m" c$ w/ C  y9 e; f6.7.4 Fatigue of Two-Ply Rubber-Cord Laminates .......... 164- b4 W! }- a8 B' M! T5 {6 a4 E( s, {
6.8 Fatigue Cracking of Rubber in Compression and Shear7 _6 c% G- z" v) u
Applications ............................................................................. 165
1 N7 a3 ?9 U& `2 j% g1 y5 d6.8.1 Crack Growth in Compression ............................... 165
7 \7 ]- v8 P+ d( c; C6.8.2 Crack Growth in Shear .......................................... 167/ h4 o7 n1 X( c
6.9 Environmental Effects ............................................................. 168
+ F  C, r& N8 r5 j4 c0 O# |, r6.10 Modeling and Life Predictions of Elastomeric
2 ~5 u/ x5 S- }4 pComponents ............................................................................ 169
3 X% h# u7 y% k; c6.11 Fatigue Crack Propagation in Thermoplastic- s; l  ^# x7 w1 l. J( T  b
Elastomers .............................................................................. 170
* {$ x) c$ ]8 ~5 R$ z6.12 Durability of Thermoplastic Elastomers .................................. 170
9 R# P: G& |$ K6 O' a6.13 Summary ................................................................................. 172
: ?% `7 x7 b8 e9 Z3 j7 nAcknowledgments ............................................................................ 1736 x: d# R& V6 l  v
References ....................................................................................... 173
$ p- E: {9 G1 J$ T% ?2 {, bProblems .......................................................................................... 174
, r4 b; w3 M9 h4 p& MAnswers ............................................................................................ 175: Q" ^: H' j6 ^' a7 g4 Q% G
7. Durability ............................................................................ 177, l+ N8 F" {, y! a* n" k; w" g
7.1 Introduction .............................................................................. 179
  k$ J; F  U: R7 E7.2 Creep, Stress Relaxation, and Set ......................................... 180' f2 }7 D0 I6 c
7.2.1 Creep ..................................................................... 181
4 N- g2 p% h: R) ^" ^/ `+ A7.2.2 Stress Relaxation .................................................. 181# m8 j8 V& l6 o* E3 S
7.2.3 Physical Relaxation ............................................... 182+ m( v* |3 O! b4 I" Z* x; A
7.2.4 Chemical Relaxation .............................................. 1835 b! M1 x  T; P8 A4 L2 g1 w9 r
7.2.5 Compression Set and Recovery ............................ 1849 r) s6 I$ U# g- J4 l7 y1 R
7.2.6 Case Study ............................................................ 185
5 L" r9 I, J4 i* i& X; U7.3 Longevity of Elastomers in Air ................................................ 186
2 }! q* Z+ q  J0 M8 u" D7.3.1 Durability at Ambient Temperatures ....................... 186
* _+ g. L) }: Q7.3.2 Sunlight and Weathering ....................................... 186: y3 m( B& O  ]
7.3.3 Ozone Cracking ..................................................... 187
. c) J8 X. ]! c  }7.3.4 Structural Bearings: Case Studies ......................... 187
, \) K: ~% O  }2 Q% B# L7.3.4.1 Natural Rubber Pads on a Rail
( ^5 Q8 D* q! U% H( W5 r" f: c1 BViaduct after 100 Years of Service ............ 187
8 L3 L- f9 O% N7 K7.3.4.2 Laminated Bridge Bearings after 20- k$ x- h8 T9 o/ ]' s/ J
Years of Service ........................................ 189
# a8 n/ c- V; m) T2 n7.4 Effect of Low Temperatures .................................................... 192
4 i, z* q3 q" d& k7.4.1 Glass Transition ..................................................... 192/ N- w; ^! n4 f
7.4.2 Crystallization ........................................................ 192* S$ q9 E- `0 @! ^9 V. _
7.4.3 Reversibility of Low Temperature Effects ............... 1934 [# ]3 F9 j# p1 }( J, `0 D
7.5 Effect of Elevated Temperatures ............................................ 193
; ?( \) _' }1 j) S- g8 h! K7.6 Effect of Fluid Environments ................................................... 195) d7 D' n6 x8 `7 @
7.6.1 Aqueous Liquids .................................................... 199
( I& [& g* P1 ^8 {7.6.2 Hydrocarbon Liquids .............................................. 201( l2 G+ o7 X3 e
7.6.3 Hydrocarbon and Other Gases .............................. 203! ?$ v8 l: e8 ]0 K5 M
7.6.4 Effects of Temperature and Chemical
6 t+ T2 F2 p9 b; f! g+ L9 sAttack .................................................................... 207
, M  d' k% m, g" L7.6.5 Effect of Radiation ................................................. 209

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Engineering with Rubber: How to design Rubber Components

7.7 Durability of Rubber-Metal Bonds ........................................... 209' r7 Z( M' M0 X1 L  l! l, K& |% n
7.7.1 Adhesion Tests ...................................................... 210
) Q! h9 j& A* i8 U7.7.2 Rubber-Metal Adhesive Systems ........................... 211
( d! d* A) Q( w- z$ s1 J7.7.3 Durability in Salt Water: Role of
/ Z  l, l( L. z2 KElectrochemical Potentials ..................................... 212. n! \& |7 S3 H  G: q
7.8 Life Prediction Methodology .................................................... 214
' }& b2 Q: G# u# t9 `Acknowledgement ............................................................................ 217
$ e, S6 b, I! F/ _- x" N" xReferences ....................................................................................... 217" S% z( [0 _* |. H4 I! r* P
Problems .......................................................................................... 218+ X0 U& f; A$ i
Answers ............................................................................................ 220
2 J) Q* W# e# Y$ ?! f5 [8. Design of Components ..................................................... 223
4 ~; f- t6 j' ]8 h% C* q5 R8.1 Introduction .............................................................................. 224
- e" |/ H- {0 a9 V" p" h* O3 W8.2 Shear and Compression Bearings .......................................... 226
8 E% U2 F0 Z# H) b- ^8.2.1 Planar Sandwich Forms ......................................... 2261 w. z- H3 z5 W$ u+ t* N3 f
8.2.1.1 Problem ..................................................... 230
. ~5 l8 {$ ^# e( _2 u% ]8.2.2 Laminate Bearings ................................................. 231
# ~+ P5 A: O) h1 @% b8.2.2.1 Problem ..................................................... 231- M& x  z; ^& h4 p5 H
8.2.3 Tube Form Bearings and Mountings ...................... 233. m+ a) m2 k% r1 e  w. j
8.2.3.1 Problem ..................................................... 233
- S9 b0 e9 `) v0 N' }8.2.3.2 Problem ..................................................... 236
# u* w1 }$ Q& r+ t& z* `& A8.2.4 Effective Shape Factors ......................................... 237) `9 [' h( n7 C  `8 f" p
8.3 Vibration and Noise Control .................................................... 2389 _& C& k  r0 t, x& P& f* Q
8.3.1 Vibration Background Information .......................... 2398 w. a7 U; t! y3 R. ~/ `! j2 q& S
8.3.2 Design Requirements ............................................ 241
; K$ [$ x- f6 ]' D$ W  n8.3.3 Sample Problems .................................................. 241
/ ?( h4 u- V! E. y9 {8.3.3.1 Problem ..................................................... 2416 _; ]% E* l  E+ W8 G3 {
8.3.3.2 Problem ..................................................... 245$ g. {  F/ Y7 r- ^# }. E
8.3.3.3 Problem ..................................................... 246
# M6 V; h5 B) ]+ ~: g0 x- t. ^8.4 Practical Design Guidelines .................................................... 249
* L' R: {; B* k. Y6 R: k8.5 Summary and Acknowledgments ........................................... 250
8 ]* ?- u' j, r8 e4 d% l* \6 Q  ONomenclature ................................................................................... 251
7 M3 k& c4 M7 G- G% M  zReferences ....................................................................................... 251/ U, H: h  |0 b5 R4 T/ H- D
Problems for Chapter 8 .................................................................... 252' [+ B, I! o' N( V& i% H
Solutions for Problems for Chapter 8 ............................................... 253
0 J8 b. G/ o4 M3 U! @- k$ R  `9. Finite Element Analysis .................................................... 2578 x  M* i: s7 N. L
9.1 Introduction .............................................................................. 2595 a2 `$ e6 y9 d3 _
9.2 Material Specification .............................................................. 2609 L: |8 {! v" w& v9 p  d# X; u
9.2.1 Metal ..................................................................... 2606 O# r2 N) v" Z+ x% ?/ W9 k
9.2.2 Elastomers ............................................................ 260
7 `9 T2 S; J9 }9.2.2.1 Linear ........................................................ 260
. M, K9 |# M6 j2 J, z6 }+ |  D9.2.2.2 Non-Linear ................................................ 2656 d2 ?* {8 s  c# T9 c
9.2.3 Elastomer Material Model Correlation .................... 274* Y! D7 t$ V% x$ w( Z, T9 s
9.2.3.1 ASTM 412 Tensile Correlation .................. 274
) i0 _2 C% u' [9.2.3.2 Pure Shear Correlation ............................. 274
/ ^1 I+ `8 o) }# S% ~+ I8 W9.2.3.3 Bi-Axial Correlation ................................... 275$ C) e9 [( I( ?3 f
9.2.3.4 Simple Shear Correlation .......................... 2766 e8 i5 H; ?/ Y# i$ O
9.3 Terminology and Verification .................................................. 276; a0 w5 @9 F9 J) R2 U
9.3.1 Terminology ........................................................... 276
& F3 ]7 }) J5 b+ K9.3.2 Types of FEA Models ............................................ 2778 W" n8 m6 C" ?- ?7 j/ z
9.3.3 Model Building ....................................................... 278
+ _( P9 t2 M; V, i9.3.3.1 Modeling Hints for Non-Linear FEA .......... 278; _" S: Y; X) T5 s$ S
9.3.4 Boundary Conditions ............................................. 279# s7 V. N8 C3 q9 l, H' j
9.3.5 Solution ................................................................. 280
+ D9 K5 Q0 m! N2 ^9.3.5.1 Tangent Stiffness ...................................... 2801 r3 p' S+ [+ q: o& y
9.3.5.2 Newton-Raphson ...................................... 281! ~" m( J, U$ y. U
9.3.5.3 Non-Linear Material Behavior ................... 281' k: Q5 l4 S* g8 |5 D- v6 |2 C
9.3.5.4 Visco-Elasticity (See Chapter 4) ............... 281
# A& \# Q6 G5 q; s9.3.5.5 Model Verification ...................................... 282
: v) E' n: s6 R9.3.6 Results .................................................................. 282
* ~& m$ m8 I/ _9 _9.3.7 Linear Verification .................................................. 283
6 G  o3 }9 K2 @' f3 c% p$ F9.3.8 Classical Verification – Non-Linear ........................ 283* k% c  ~9 y) V1 K
9.4 Example Applications .............................................................. 2877 c% C/ l! @( e+ r( L0 y' s, G9 l4 }
9.4.1 Positive Drive Timing Belt ...................................... 287
! ~" _+ i  K6 }/ ]( g4 Z9.4.2 Dock Fender .......................................................... 2882 [0 O0 D, z2 V5 m  ~- o! u2 [3 ]
9.4.3 Rubber Boot .......................................................... 289
4 ]( U; e) c$ }+ n" w6 X9.4.4 Bumper Design ...................................................... 291
# {0 ^1 ^1 w& ~* \' }. j$ I/ p7 ]9.4.5 Laminated Bearing ................................................. 293
8 Q* L9 w; l! Z5 F9.4.6 Down Hole Packer ................................................. 2970 h1 A4 u9 ]9 `1 N5 p4 Z1 j$ \1 [
9.4.7 Bonded Sandwich Mount ....................................... 297
: t' `7 Z2 u: Y/ E5 }9.4.8 O-Ring ................................................................... 299
+ H1 g8 y) A9 c7 a9.4.9 Elastomer Hose Model .......................................... 301
+ h9 {" |# {5 s" D. n9.4.10 Sample Belt ........................................................... 301
9 _) I/ X4 \' @; u  y' e* aReferences ....................................................................................... 304- f2 u( P; k- h
10. Tests and Specifications ................................................... 307
! B4 O. U. F* e1 G; C0 _5 S  D10.1 Introduction .............................................................................. 309, r3 P7 P! O' g( q) }9 `- R
10.1.1 Standard Test Methods ......................................... 309
( b' `7 m! r5 m3 n& C2 P" N10.1.2 Purpose of Testing ................................................. 309
; k% }0 `9 |1 D# h* Q' l0 \10.1.3 Test Piece Preparation .......................................... 3103 U% T; y' I5 F8 m  S
10.1.4 Time between Vulcanization and Testing ............... 3108 m# h9 l4 ^! T! c' u+ m  `7 R
10.1.5 Scope of This Chapter ........................................... 3100 N! N$ o) U' O
10.2 Measurement of Design Parameters ...................................... 311
' G8 d& Q$ ~# e5 {7 G# J10.2.1 Young’s Modulus ................................................... 311
% Y, K: w, U* L; x' c. }8 j10.2.2 Shear Modulus ...................................................... 313+ K$ @: |9 a4 B  ^7 N! q
10.2.3 Creep and Stress Relaxation ................................. 3158 p& n: l0 C0 q2 Y) q; Z
10.2.3.1 Creep ........................................................ 316
0 `: O8 v% v; @+ Q  N' R10.2.3.2 Stress Relaxation ...................................... 316

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