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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
; W: n. I% U* s- \. v7 h' Y. |共有六个压缩卷1 E$ z9 ]7 U; @- X% l4 t4 B' X6 \; s

  v/ W  L8 |6 M[ 本帖最后由 rubberchem 于 2007-1-28 12:26 编辑 ]

Engineering with rubber.part1.rar

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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
# U/ p3 p5 K( M& ^$ `1.1 Rubber in Engineering ............................................................ 2
1 X0 n+ m3 V( ?5 l6 H: l' a/ ^1.2 Elastomers .............................................................................. 2
5 J4 S, e, B" ]  g. u1.3 Dynamic Application ................................................................ 3
% Z8 a& c- D. @8 L0 _$ H1.4 General Design Principles ...................................................... 4! G6 l% h' q' D0 A
1.5 Thermal Expansivity, Pressure, and Swelling ........................ 4/ a! A) l3 U' A4 U( M
1.6 Specific Applications and Operating Principles ...................... 5
: D6 Y9 J( k8 E( i1 I1 I1.7 Seal Life ................................................................................... 8
9 f9 N# k& o/ W' W1 P5 E. R1.8 Seal Friction ............................................................................ 8+ X9 H* O( u( ]2 W; {1 C, w
1.9 Acknowledgments ................................................................... 8! J, m, x2 a% g6 B( c
1.10 References .............................................................................. 93 M$ X2 ]+ c7 N0 u+ G9 x
2. Materials and Compounds ................................................ 11" p9 E2 i6 b9 }' Q$ o0 }( j
2.1 Introduction .............................................................................. 13
3 x  S) Y! |. f( ?. K/ m: j2.2 Elastomer Types ..................................................................... 13
( G" b) P* i* S9 q* ~2.2.1 General-Purpose Elastomers ................................. 13) `+ d1 H; D- W. ~5 |3 K% D9 v
2.2.1.1 Styrene-Butadiene Rubber (SBR) ............. 13
' l' [' Y( r( T0 n4 N, l% G* `* V" h2.2.1.2 Polyisoprene (NR, IR) ............................... 14' _; O% u5 Z* q3 P2 H5 o, X
2.2.1.3 Polybutadiene (BR) ................................... 15
1 \; x4 v4 L# U5 k2.2.2 Specialty Elastomers ............................................. 15' |% B3 V3 F8 X5 @8 r: s
2.2.2.1 Polychloroprene (CR) ................................ 15' ]# q. a: O) i/ i" a
2.2.2.2 Acrylonitrile-Butadiene Rubber" O7 j/ G" n! B& l) L% K
(NBR) ........................................................ 164 s1 L5 p3 ^' m0 q8 i8 E* K% W
2.2.2.3 Hydrogenated Nitrile Rubber
7 n" Q/ M- X; N* y0 l" X( Q  D(HNBR) ...................................................... 16
% p# i& z; W( a2.2.2.4 Butyl Rubber (IIR) ..................................... 16, Q+ A0 i6 R6 p) ]2 J; n
2.2.2.5 Ethylene-Propylene Rubber
3 T4 D! _* |7 O( d. `(EPR, EPDM) ............................................ 16
: X2 o$ M* |% r. l  p  ?2.2.2.6 Silicone Rubber (MQ) ................................ 17. Z. O# h: ]2 v' z  p1 O" y
2.2.2.7 Polysulfide Rubber (T) .............................. 172 H8 }. l/ a, A, s$ P1 q2 g3 |
2.2.2.8 Chlorosulfonated Polyethylene1 |; i# @& R/ P' T+ ]; {% S
(CSM) ........................................................ 17. r, U" Q/ j' F7 |6 k
2.2.2.9 Chlorinated Polyethylene (CM) ................. 17! K+ E8 \: ~; S1 N2 L6 P/ W" Y
2.2.2.10 Ethylene-Methyl Acrylate Rubber
) p6 k) r2 ]% `9 O; _(AEM) ........................................................ 18
0 v4 i% ~/ @& R; M# e. M  [; f2.2.2.11 Acrylic Rubber (ACM) ............................... 18
1 n3 h3 N" Z! j8 j. X7 G$ D. `2.2.2.12 Fluorocarbon Rubbers (FKM) ................... 18! A7 E! h9 x; g
2.2.2.13 Epichlorohydrin Rubber (ECO) ................. 183 _$ W% l9 z" N
2.2.2.14 Urethane Rubber ....................................... 18
# c$ i+ H5 J4 o$ p# t2.3 Compounding .......................................................................... 19
9 P8 p4 K0 z/ e0 m7 C. t2.3.1 Vulcanization and Curing ....................................... 19
- S, w1 U+ m# ]% B2.3.1.1 Sulfur Curing ............................................. 19
* p# ?, _+ M. E3 p: [  o1 P2 y; G2.3.1.2 Determination of Crosslink Density ........... 21% t) B8 H* D  [: \7 R3 G# C/ c% @
2.3.1.3 Influence of Crosslink Density ................... 22
9 @/ L; v0 R) Y( j' a& J0 H7 j2.3.1.4 Other Cure Systems .................................. 23
+ d7 _8 E  h/ ]/ d3 S4 @# D- U2.3.2 Reinforcement ....................................................... 23; d$ o% H4 t7 j
2.3.3 Anti-Degradants ..................................................... 25
& J: A8 G  g3 r3 @$ f$ U  t$ \5 X7 y2.3.3.1 Ozone Attack ............................................. 25" E8 S% N* A: d  V% T/ X
2.3.3.2 Oxidation ................................................... 269 H/ r# m$ ~% {( e( w4 `
2.3.4 Process Aids .......................................................... 28
9 x1 I, B6 R# Z7 Q- b/ N- K# n2.3.5 Extenders .............................................................. 28
5 j; H. F1 F, V: o! g6 w" `$ f2 h. z2.3.6 Tackifiers ............................................................... 29
/ f; v8 N6 M) O2.4 Typical Rubber Compounds ................................................... 29

Engineering with rubber.part2.rar

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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
( Z; p" N1 U% c) V$ k7 l( m) ~" UBibliography ...................................................................................... 33
6 r, P% r% [* ^+ b3 ZProblems .......................................................................................... 344 Y* r1 S. |, n. k, t, T
Answers ............................................................................................ 342 h1 S! q" L! i8 c) o$ ~* e2 Q# G
3. Elasticity ............................................................................. 35
/ d- O  \9 _0 ?; z3.1 Introduction .............................................................................. 374 s7 P5 N6 \4 |
3.2 Elastic Properties at Small Strains .......................................... 376 q& r& [0 |% k  S
3.2.1 Elastic Constants ................................................... 37
8 d  w4 u7 N$ N# F3.2.2 Relation between Shear Modulus G and
5 i0 x4 J- I9 t/ \) aComposition ........................................................... 40  W+ L3 j" y  U0 \
3.2.3 Stiffness of Components ........................................ 42
+ }: {+ H  U6 y; c3.2.3.1 Choice of Shear Modulus .......................... 429 Q9 }4 V# N+ L* ?# G0 H- B6 {
3.2.3.2 Shear Deformation of Bonded Blocks
( a$ v4 f2 E) u' o9 f7 O- r9 w; `and Hollow Cylindrical Tubes .................... 42( I) L, y- n" r/ H
3.2.3.3 Small Compressions or Extensions of
9 @4 E1 V9 R: LBonded Blocks .......................................... 44: s2 }. l) q. ~' P
3.2.3.4 Maximum Permitted Loads in
, P0 W  v' A& v( r; |7 j$ x5 v) s% YTension and Compression ........................ 46
( h+ A& d& ?! S0 x+ h) [3.2.3.5 Indentation of Rubber Blocks by Rigid
5 ?2 g. f' u/ G: Q1 jIndentors ................................................... 47- Z+ u' Q  w4 O) O' V
3.2.3.6 Protrusion of Rubber Through a Hole+ k9 G& w; [/ F5 x5 y& x
in a Rigid Plate .......................................... 492 h& |7 D, _7 y6 a' B  h
3.3 Large Deformations ................................................................. 50% o8 b4 c8 E6 @2 r" |7 Z0 b
3.3.1 General Theory of Large Elastic0 }# `' \( |) }4 l
Deformations ......................................................... 50
2 v! U9 N( f( p3.3.2 Stress-Strain Relations in Selected Cases ............. 51" N; M7 k# w4 s" M% w
3.3.2.1 General Relations between Stress" }8 i) R" J) `% _- s1 U; V
and Strain .................................................. 51
" `: G& a! e9 t' O3.3.2.2 Simple Extension ...................................... 51: r  q1 y9 |/ \
3.3.2.3 Evaluation of the Strain Energy
( b$ N& @1 Z6 N: A2 kFunction W ................................................ 52
' V- U9 G% S; d( _% A; n7 r1 w; x. Q3.3.2.4 Elastic Behavior of Filled Rubber
' }( _$ x) \& B/ [Vulcanizates .............................................. 54
& B( ]$ |; b! q$ x2 T6 t3.3.2.5 Equi-Biaxial Stretching .............................. 56
( b2 B' R; K5 h$ D3.3.2.6 Constrained Tension (Pure Shear) ........... 574 R7 e' `4 W# _) E0 S
3.3.2.7 Inflation of a Spherical Shell2 D- T- d8 x) [9 e3 s
(Balloon) .................................................... 58
  t  {7 o' P7 I& W3.3.2.8 Inflation of a Spherical Cavity .................... 59
6 _' ?3 o( S: i: T1 S3.3.3 Second-Order Stresses ......................................... 601 z  G7 f% R. y9 }/ _  n0 s
3.3.3.1 Simple Shear ............................................. 605 m! b& l1 d. g
3.3.3.2 Torsion ...................................................... 62! n) J/ q" d. V. z) h
3.4 Molecular Theory of Rubber Elasticity .................................... 63
3 \2 o  d& L# \5 P# D3.4.1 Elastic Behavior of a Single Molecular9 |( J- t$ O3 L
Strand .................................................................... 63
2 a0 I/ G7 f% T( u) G. S, R3.4.2 Elasticity of a Molecular Network ........................... 64
+ C! o  o/ v3 U! `. l5 |3.4.3 Effective Density of Network Strands ..................... 66
" q/ C+ d4 t) P2 y( _* l% T) `3.4.4 The Second Term in the Strain Energy2 o( f& x2 X- f" d3 C3 i; w7 D
Function ................................................................. 664 J! C7 G) b: x" d+ t) s3 a$ Z# a
3.4.5 Concluding Remarks on Molecular Theories .......... 68
/ e& S7 E" a' Q7 }8 X0 oAcknowledgments ............................................................................ 68
. s5 D8 X0 [0 y4 B7 L9 x/ h3 A" P8 `4 `References ....................................................................................... 68$ @2 ~0 e4 T8 k* i& Q" f( N9 Y
Problems .......................................................................................... 701 l7 ^9 I4 k' o+ C( o; u
Answers to Selected Problems ........................................................ 70' w8 D# G1 D! x# J# T- t
4. Dynamic Mechanical Properties ....................................... 73
2 t' x0 |5 W  ]% \: r9 E  t5 H8 T4.1 Introduction .............................................................................. 74
9 Z7 X$ V) _$ W- `" O4.2 Viscoelasticity .......................................................................... 749 x3 r- N' z4 b: E6 k4 k3 \' |* ^
4.3 Dynamic Experiments ............................................................. 78
6 i6 G6 c. O9 a2 K4.4 Energy Considerations ............................................................ 82$ j% `. n' ?% K/ S( h1 d6 L
4.5 Motion of a Suspended Mass ................................................. 823 [: @2 }5 u+ H0 B: g8 ?
4.6 Experimental Techniques ....................................................... 87$ X4 @% ~0 q; V! D7 \
4.6.1 Forced Nonresonance Vibration ............................ 87

Engineering with rubber.part3.rar

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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 ................................. 870 u* N8 S5 V1 \2 h! f5 N- T# F( [9 ~
4.6.3 Free Vibration Methods ......................................... 87( V( ^) J% a7 u- x% T9 K
4.6.4 Rebound Resilience ............................................... 87
9 B4 i2 Q1 O% o& ?( E4.6.5 Effect of Static and Dynamic Strain Levels ............ 880 k: a: ?1 R% t( l
4.7 Application of Dynamic Mechanical Measurements ............... 89
% I+ d" y3 F. l4 h- _1 K4.7.1 Heat Generation in Rubber Components ............... 89/ l! |5 y: W0 X) h
4.7.2 Vibration Isolation .................................................. 89
  A- H: Q& Q$ D: [% @4.7.3 Shock Absorbers ................................................... 90: i+ Z1 N( Z! ~, _" z
4.8 Effects of Temperature and Frequency .................................. 90
# h8 f1 B; v. h1 d* {9 p4.9 Thixotropic Effects in Filled Rubber Compounds ................... 94
- U7 r2 z2 g8 W0 ?Acknowledgements .......................................................................... 94
" c0 P+ i1 F8 k9 D; e+ E5 u4 G7 r7 rReferences ....................................................................................... 96
/ m2 j/ N  ^) D) Z* _Problems .......................................................................................... 96
: ]& m4 t* M3 @  IAnswers ............................................................................................ 97
0 A( y7 t9 a- W1 I; H$ w) ?5. Strength .............................................................................. 998 y2 D5 J. A3 ]+ I
5.1 Introduction .............................................................................. 100
3 M  ^/ b8 O* L; n3 R5.2 Fracture Mechanics ................................................................. 100
9 f6 j( K) H! J; F5 b+ I6 J( n+ A5.2.1 Analysis of the Test Pieces .................................... 1026 Q! G# I- J3 `2 w# O$ E
5.2.2 The Strain Energy Concentration at a
' S& P, Q" c7 L; d8 o: O; L6 w( U' gCrack Tip ............................................................... 1032 P& |0 O0 d4 z
5.3 Tear Behavior .......................................................................... 104
; X( K: S6 ?$ V; j. |5 p5.4 Crack Growth under Repeated Loading ................................. 109
9 J. U$ |$ J1 p. ]) g7 ?0 R5 [5.4.1 The Fatigue Limit and the Effect of Ozone ............. 111
. d) P! V7 |/ `& D( H" f5.4.2 Physical Interpretation of G0 .................................. 1134 z% M) a7 J& A8 }# j
5.4.3 Effects of Type of Elastomer and Filler .................. 114
! x8 [' j  d3 l3 W; k5.4.4 Effect of Oxygen .................................................... 114
! T3 o' }9 l' s# K0 X5.4.5 Effects of Frequency and Temperature .................. 116
& {8 U: L, W5 A" Z8 E! k; S5.4.6 Nonrelaxing Effects ................................................ 1160 B1 J0 R2 Y, ?* l
5.4.7 Time-Dependent Failure ........................................ 117
3 H  M" e: Z& Z" C' G5.5 Ozone Attack ........................................................................... 117
  `; i* u3 ?+ v0 n1 A4 M5.6 Tensile Strength ...................................................................... 121! [3 F; [+ y5 J8 L
5.7 Crack Growth in Shear and Compression .............................. 122: Q5 L6 L* A6 g$ Q( W% m
5.8 Cavitation and Related Failures .............................................. 125' |4 E5 w2 i) h* d, _. K8 f) e
5.9 Conclusions ............................................................................. 1262 F5 w: f* q  d# d! ]$ e
Bibliography ...................................................................................... 126$ o* h2 a! g( r0 M5 Z5 c
Problems .......................................................................................... 129
$ D( u/ y8 g, O7 C3 I- dAnswers ............................................................................................ 1319 P& q. P! S3 w% Z1 {
6. Mechanical Fatigue ............................................................ 137
3 [: w+ y& U+ k! X& C6.1 Introduction .............................................................................. 139* C) J( `$ a0 {- O
6.2 Application of Fracture Mechanics to Mechanical% X9 Q0 E4 V8 E2 L
Fatigue of Rubber ................................................................... 140
; Q" W! V, S: O& p1 V; i6.3 Initiation and Propagation of Cracks ....................................... 142# T) w+ t$ A' L% k
6.3.1 Fatigue Crack Initiation .......................................... 142
9 q% h% [0 `* }" Y! ?9 C2 w6.3.2 Fatigue Life and Crack Growth .............................. 143
! P" Q  G& [4 r6 O* G1 R" e! w" U6.3.3 Fatigue Crack Propagation: The Fatigue/ S7 t& t' O: ?' g; |0 v8 ?
Crack Growth Characteristic .................................. 144$ Q" E5 B6 N) H5 {3 @  t$ s
6.3.4 Fatigue Life Determinations from the Crack
) \% m9 ^$ t" }% r, Y9 @+ r9 R) I0 l5 nGrowth Characteristics .......................................... 146
# X9 r9 H* f( m) j4 i4 x, ^* ~6.4 Fatigue Crack Growth Test Methodology ............................... 148" ]2 R/ f, K3 a9 K# X
6.4.1 Experimental Determination of Dynamic8 U# z  Q* u! Q9 w1 B4 w
Tearing Energies for Fatigue Crack& D6 |+ D* w3 V1 ]/ m
Propagation ........................................................... 148+ |0 [5 r& P4 ~# @7 m0 r8 M# h
6.4.2 Kinetics of Crack Growth ....................................... 149
4 c0 S* u7 b7 V5 H# x6.4.3 Effects of Test Variables on Fatigue Crack- r9 }, _$ e' k& U$ e+ s; \- ^
Growth Characteristics and Dynamic) R( p7 L8 d4 T1 e& I( D
Fatigue Life ............................................................ 150) E6 V9 n6 U$ U% X" M; d
6.4.3.1 Waveform .................................................. 150/ v2 t8 A; c5 _* u8 D4 t
6.4.3.2 Frequency ................................................. 150
7 _! [' F6 B2 j! A! U6 x% a6.4.3.3 Temperature .............................................. 150

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Engineering with Rubber: How to design Rubber Components

6.4.3.4 Static Strain/Stress .................................... 152$ X) H% w5 u1 Z# S: g) H( ?& \
6.5 Material Variables and Their Effect on Fatigue Crack
1 {$ @* u/ g/ vGrowth ..................................................................................... 154
* M0 i5 O- ?& K# `7 A6.5.1 Reinforcing Fillers and Compound Modulus ........... 154& k: b/ r0 Q" y. h' z9 y
6.5.2 Elastomer Type ..................................................... 156
5 c; Y0 Q* x5 I/ G% [6.5.3 Vulcanizing System ............................................... 1575 C2 n5 c- I$ o% b/ C
6.6 Fatigue and Crack Growth of Rubber under Biaxial
" J9 Z+ t  r* U& k% a6 YStresses .................................................................................. 158
0 V2 C- }2 h) Y6.7 Fatigue in Rubber Composites ............................................... 159
' h  s$ {3 `/ I) m$ `% R: @6.7.1 Effect of Wires, Cords, and Their Spacing on
3 s+ Y4 b" X+ R& w) s2 O8 m9 wFatigue Crack Propagation .................................... 1609 Q, F8 s, l* u0 [) s2 q5 F9 G. S
6.7.2 Effect of Minimum Strain or Stress ......................... 160
* @* M; `1 ?1 q+ V3 x! m6.7.3 Comparison of S-N Curve and Fatigue Crack5 v. x' {1 d) Z- ]: \0 c
Propagation Constants for Rubber-Wire
# W% u: H7 D  K- }) H# [Composites ............................................................ 163  D+ }, I6 l9 _1 u: e/ y) `
6.7.4 Fatigue of Two-Ply Rubber-Cord Laminates .......... 164# f5 |. t( _/ ?, S2 P
6.8 Fatigue Cracking of Rubber in Compression and Shear0 ]4 z/ L( J; h4 R  g! H
Applications ............................................................................. 1650 F; u9 |6 G1 w% M. s
6.8.1 Crack Growth in Compression ............................... 165
9 |# x3 w5 b; [  {6 n  h6.8.2 Crack Growth in Shear .......................................... 167
+ V# @; h4 d5 ]) o6.9 Environmental Effects ............................................................. 168
% a1 b6 k  {3 G! c9 X+ F2 y6.10 Modeling and Life Predictions of Elastomeric: C6 i% T( s7 |
Components ............................................................................ 1696 ?7 S* p/ A7 H
6.11 Fatigue Crack Propagation in Thermoplastic
0 e1 Q+ t# z: l" J/ `& p* OElastomers .............................................................................. 1707 [1 K; D: `% [( Z# B2 }3 Z
6.12 Durability of Thermoplastic Elastomers .................................. 170
9 G: [$ Y) @2 u$ h7 c6.13 Summary ................................................................................. 1726 Q% _( A0 V& K, C5 B
Acknowledgments ............................................................................ 173
# L. {, L/ S& |5 z7 r2 nReferences ....................................................................................... 173
6 s8 s9 n/ O1 g0 ]0 LProblems .......................................................................................... 174
% ]  \* ?' F; U1 HAnswers ............................................................................................ 175/ N5 x; p" p; a% Z
7. Durability ............................................................................ 177
6 I/ S6 E: Q9 [8 \; J3 z6 f1 r7.1 Introduction .............................................................................. 1794 k; U9 G+ ?( L& N$ ?
7.2 Creep, Stress Relaxation, and Set ......................................... 180
4 V% z! X. P) ~- O6 p5 Y7 b7.2.1 Creep ..................................................................... 181
3 [# n/ \2 ]- L* I& K7.2.2 Stress Relaxation .................................................. 181
' Y$ a% k5 w5 z2 o7.2.3 Physical Relaxation ............................................... 1826 @( ]9 u7 I& M- c/ x
7.2.4 Chemical Relaxation .............................................. 183
& A3 |: z# E4 Q! C  _2 ~; b7.2.5 Compression Set and Recovery ............................ 184: ^: s4 _" r2 [& s) a9 \
7.2.6 Case Study ............................................................ 185
" [* J1 U8 g, r: {- Y* g7 w7.3 Longevity of Elastomers in Air ................................................ 186
1 V5 T4 H' c8 [# j- ]: y7.3.1 Durability at Ambient Temperatures ....................... 186& c( g3 A' A! I5 [) ?: E4 }1 c, U
7.3.2 Sunlight and Weathering ....................................... 1863 V8 j/ v/ S  ^6 w0 V5 C+ T# D) V
7.3.3 Ozone Cracking ..................................................... 187
) P" K% T/ N9 q# p) r# @+ B7.3.4 Structural Bearings: Case Studies ......................... 1878 e3 E4 o! }& n0 U; U
7.3.4.1 Natural Rubber Pads on a Rail
: g9 Z# q4 R3 _/ BViaduct after 100 Years of Service ............ 187/ [1 T8 I- Y: c/ h
7.3.4.2 Laminated Bridge Bearings after 20
0 S3 M; S- r2 w& I/ LYears of Service ........................................ 189
+ ?; |" c7 q. T" J7.4 Effect of Low Temperatures .................................................... 192
. m' d; @6 K2 _8 v- j1 J1 t7.4.1 Glass Transition ..................................................... 1922 p+ C9 a% F+ A+ E4 Q
7.4.2 Crystallization ........................................................ 192( K- `! m; {9 L/ G3 P9 L1 g, K
7.4.3 Reversibility of Low Temperature Effects ............... 1934 d6 [, K1 |+ a3 _; h" E7 E
7.5 Effect of Elevated Temperatures ............................................ 193" m$ k& y1 n, u/ A4 l& ]
7.6 Effect of Fluid Environments ................................................... 195" E" p. i4 v+ i
7.6.1 Aqueous Liquids .................................................... 199! v1 I1 q. O, v2 S" ?
7.6.2 Hydrocarbon Liquids .............................................. 2010 D3 [' R" Q' |8 y7 }  s2 e
7.6.3 Hydrocarbon and Other Gases .............................. 203
" i  }4 P- ]5 q/ E5 _9 Z7.6.4 Effects of Temperature and Chemical
& Y, W9 j* T! |( o$ P! g3 z7 rAttack .................................................................... 207) C* r0 r3 z  L( B. e
7.6.5 Effect of Radiation ................................................. 209

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Engineering with Rubber: How to design Rubber Components

7.7 Durability of Rubber-Metal Bonds ........................................... 209# c4 V" f6 u! i) u0 u; A
7.7.1 Adhesion Tests ...................................................... 210
5 t8 x( o- a4 r) _! j' K7.7.2 Rubber-Metal Adhesive Systems ........................... 211
2 Z2 V; D- a5 f7.7.3 Durability in Salt Water: Role of3 Q. f4 q( h5 E* w, R8 l. h8 s
Electrochemical Potentials ..................................... 212* C7 D4 s6 T# _/ u- P7 F9 ]: L8 b
7.8 Life Prediction Methodology .................................................... 214
8 a# I: g/ B- C0 EAcknowledgement ............................................................................ 217
3 w/ N1 |  j5 d" NReferences ....................................................................................... 2178 k% m- {" v* V
Problems .......................................................................................... 218
* ?% f8 \  z2 S% B; S& k* ?Answers ............................................................................................ 220
" \, l' Y: H) B* K8. Design of Components ..................................................... 223
! c5 h' u4 ~3 X3 s0 a8.1 Introduction .............................................................................. 224; Z$ a3 h" k+ e- E8 }% b
8.2 Shear and Compression Bearings .......................................... 226
+ F0 b- N' B* z4 [7 H8.2.1 Planar Sandwich Forms ......................................... 226
5 b8 T1 g/ M2 E7 k! ~. i8.2.1.1 Problem ..................................................... 230
/ `; E$ }2 r! ^: t$ d* N* @! J4 I8.2.2 Laminate Bearings ................................................. 231' D" H  v6 X2 I1 A$ @6 ]8 V! @% J" K
8.2.2.1 Problem ..................................................... 231$ j2 ]# }8 j$ G6 ], S, {- ?- s1 I
8.2.3 Tube Form Bearings and Mountings ...................... 233# G. D: R" S; o9 R
8.2.3.1 Problem ..................................................... 233
; A0 h6 S. l% Q8.2.3.2 Problem ..................................................... 236
: U& G7 {$ x+ x3 U* W, k8.2.4 Effective Shape Factors ......................................... 237
8 [( k' T. i* [  X, g9 ^8.3 Vibration and Noise Control .................................................... 238
- Z9 }! M. I+ P4 A, J, B8.3.1 Vibration Background Information .......................... 239
+ V& P' H( ^6 h1 i4 \8.3.2 Design Requirements ............................................ 241
' Q" L$ j2 t" i" [) N# {8.3.3 Sample Problems .................................................. 241
  p' F7 Y9 {( e( n1 d5 D8.3.3.1 Problem ..................................................... 241
$ B# `& k) G6 e5 ~  o8.3.3.2 Problem ..................................................... 245, @9 V+ Z# M* r& t
8.3.3.3 Problem ..................................................... 246
7 j, \& x, L) n: ^3 v: Z8.4 Practical Design Guidelines .................................................... 2493 M$ w. c% m+ F) d5 o% @- J
8.5 Summary and Acknowledgments ........................................... 250
1 T. ?  \, |2 j8 e5 H* r2 W; a/ NNomenclature ................................................................................... 251* I: s2 ]7 O& T% [) E% b$ C
References ....................................................................................... 251
# G( A6 V% R9 g& M8 S% mProblems for Chapter 8 .................................................................... 252% _0 c- n% [( `* z5 M8 r
Solutions for Problems for Chapter 8 ............................................... 253
" r/ ]" H- |$ t: v' z9. Finite Element Analysis .................................................... 257
( c: }: z/ V! q2 q5 I0 R9.1 Introduction .............................................................................. 2590 o2 X, n6 Y: Q
9.2 Material Specification .............................................................. 2609 O# `- S$ }; r3 x
9.2.1 Metal ..................................................................... 260
: ]# |" h+ ~$ [9.2.2 Elastomers ............................................................ 260
$ y$ N0 g* w, v9 d( a6 R9.2.2.1 Linear ........................................................ 260
3 O# Z' i1 G& i# {" }/ f9.2.2.2 Non-Linear ................................................ 265
% _* \# m/ P: U; h; O: x9.2.3 Elastomer Material Model Correlation .................... 274
* v( x2 d7 S, a. z6 n4 ^9.2.3.1 ASTM 412 Tensile Correlation .................. 274
) i- M4 s! W% q- }9.2.3.2 Pure Shear Correlation ............................. 274
) m$ I6 Q1 V1 r* _" S9.2.3.3 Bi-Axial Correlation ................................... 275) }6 \$ D. h# e8 L/ @
9.2.3.4 Simple Shear Correlation .......................... 276
7 _; x* d$ ]! c9 k# q) R) l9.3 Terminology and Verification .................................................. 276- e9 E0 b; p- e, g% s* L
9.3.1 Terminology ........................................................... 276
4 T. t6 g: O' C* y5 b9.3.2 Types of FEA Models ............................................ 277  K/ |+ o  w/ H
9.3.3 Model Building ....................................................... 278
5 x9 \! `  G6 n* E+ U6 @9.3.3.1 Modeling Hints for Non-Linear FEA .......... 278
* q* i7 G9 V, B+ M! r* H9.3.4 Boundary Conditions ............................................. 2798 q0 @9 Y- B4 p+ _3 L
9.3.5 Solution ................................................................. 280
/ l+ G) D: _) M9.3.5.1 Tangent Stiffness ...................................... 280
* \' ~# q8 G" _" J: C9.3.5.2 Newton-Raphson ...................................... 281! K! _. _+ [* n& f  w# c5 V
9.3.5.3 Non-Linear Material Behavior ................... 2814 D" T0 D2 X& M9 Q) O' @! w0 S- x
9.3.5.4 Visco-Elasticity (See Chapter 4) ............... 281
3 h# y, d  p$ z% A  v4 U7 J* F9.3.5.5 Model Verification ...................................... 282
/ k  N8 J0 b  h+ U( t/ r9.3.6 Results .................................................................. 282
9 B% R8 B- V) s/ Q2 f9.3.7 Linear Verification .................................................. 283
0 v# b! [$ o8 V6 Y" J" c8 P9.3.8 Classical Verification – Non-Linear ........................ 283+ I2 L% ]4 D! i- G( x$ n) K. A
9.4 Example Applications .............................................................. 287
* \! x! m. k# O9.4.1 Positive Drive Timing Belt ...................................... 287
' @+ N2 {2 f# {' Q4 B, W- r" `' N: ^% a9.4.2 Dock Fender .......................................................... 288$ Z9 }; w6 Z& h  H1 z
9.4.3 Rubber Boot .......................................................... 289
7 Z& `1 H: D7 Y2 ~" m& V4 [6 r9.4.4 Bumper Design ...................................................... 2919 P% [4 ~* W0 V3 Y0 ]
9.4.5 Laminated Bearing ................................................. 293
, z0 g$ t+ B+ B) S2 w, t9.4.6 Down Hole Packer ................................................. 297, B# u. v  V' [
9.4.7 Bonded Sandwich Mount ....................................... 297
5 J# [  j$ p! P/ Z9.4.8 O-Ring ................................................................... 299
: n% s3 F' ]; M3 a+ Q0 P# b9.4.9 Elastomer Hose Model .......................................... 301
9 U+ L$ S4 b: u5 ~' \9 J9.4.10 Sample Belt ........................................................... 3010 I5 i. {: S# ^% g' U+ q) [: }" H! X
References ....................................................................................... 304
# Y. G5 Q/ p) Z7 I, ^& \10. Tests and Specifications ................................................... 307
/ f5 O8 ~, |* M* `* v8 y8 z9 ]0 _10.1 Introduction .............................................................................. 309! b* A( W  k7 q: l
10.1.1 Standard Test Methods ......................................... 309
& F, e' z# U8 f, _10.1.2 Purpose of Testing ................................................. 309
" J. A( L4 f7 q" e% B7 A10.1.3 Test Piece Preparation .......................................... 310
' Q, }' C0 {" @0 f0 a10.1.4 Time between Vulcanization and Testing ............... 310
" B  n8 D9 U  {10.1.5 Scope of This Chapter ........................................... 3106 k. p: k* e3 K* A6 Q: ]; U# n
10.2 Measurement of Design Parameters ...................................... 311
$ n( }9 ~+ t1 @8 _10.2.1 Young’s Modulus ................................................... 311* u9 S  M; N. n: {
10.2.2 Shear Modulus ...................................................... 313. G$ g5 f. Z2 ~' }8 P9 Q
10.2.3 Creep and Stress Relaxation ................................. 315% U! a0 b8 c2 k
10.2.3.1 Creep ........................................................ 316
% m1 K# O: h7 [* V6 y* L' ~10.2.3.2 Stress Relaxation ...................................... 316

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