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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 N, w- U; ~8 Z! |4 t共有六个压缩卷
9 B1 l2 V: a" n' q$ J
$ p2 g% q. G5 [% n( t" M/ t3 l. C' w& [[ 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
$ W. v* E$ a9 ~0 w+ t& u2 a' k1.1 Rubber in Engineering ............................................................ 27 ^9 B0 E5 W' C$ q  p
1.2 Elastomers .............................................................................. 21 s6 t9 O+ B# H# f' _" Q- ]
1.3 Dynamic Application ................................................................ 3# ]8 B  t, l9 J8 ]# a$ L
1.4 General Design Principles ...................................................... 4
/ N* {, X- }; q% P# R: v! V1.5 Thermal Expansivity, Pressure, and Swelling ........................ 4
6 w7 Z& Q9 a& J- \4 E1.6 Specific Applications and Operating Principles ...................... 5, W2 Q6 w" }& F9 f
1.7 Seal Life ................................................................................... 8
& T0 q" l% b) o9 I& `8 p1.8 Seal Friction ............................................................................ 8
, W( V! h( d) l! z' B0 o* _- N- d1.9 Acknowledgments ................................................................... 82 X' s) }) \! I6 }" o+ w
1.10 References .............................................................................. 91 J+ {5 }# @4 q. i$ x% V/ Y
2. Materials and Compounds ................................................ 11
: b  z7 O/ C0 `% [2 S2.1 Introduction .............................................................................. 13
2 {7 l0 t1 Q" l( Y. q; _# t: z2.2 Elastomer Types ..................................................................... 13( H6 z* D; B; G3 F  I
2.2.1 General-Purpose Elastomers ................................. 134 P9 d" t0 J1 t1 [- O
2.2.1.1 Styrene-Butadiene Rubber (SBR) ............. 13
5 [$ s9 p' F" W8 h) J- N2.2.1.2 Polyisoprene (NR, IR) ............................... 14
! }; J9 H$ `7 n& G9 u2.2.1.3 Polybutadiene (BR) ................................... 15' ]$ j' Z: W' j# o0 ]
2.2.2 Specialty Elastomers ............................................. 15
6 {- S7 y, z. E2.2.2.1 Polychloroprene (CR) ................................ 15
; G7 m2 F1 c! a- q2.2.2.2 Acrylonitrile-Butadiene Rubber
9 A% @4 r: M5 h# T+ Y! H(NBR) ........................................................ 165 w: o/ _+ h, ]+ [4 u2 l
2.2.2.3 Hydrogenated Nitrile Rubber( P' A& ~: a- I2 ~" ~, P9 S0 {
(HNBR) ...................................................... 16; i, h& G0 }2 D/ b
2.2.2.4 Butyl Rubber (IIR) ..................................... 16
- b3 q, B2 k) Q2.2.2.5 Ethylene-Propylene Rubber! r% v/ R3 y7 x1 A# k
(EPR, EPDM) ............................................ 16
) {0 o0 C/ n  G1 s% O$ ~4 M9 ^1 m2.2.2.6 Silicone Rubber (MQ) ................................ 17  @6 ^2 u: {7 |7 p6 D/ i7 @2 y
2.2.2.7 Polysulfide Rubber (T) .............................. 17. l. D7 N3 c/ z, p9 F% Q
2.2.2.8 Chlorosulfonated Polyethylene; j0 `1 F% G) A' [7 p1 @/ u  m1 ~
(CSM) ........................................................ 17: j% |4 @' _! V3 Q" k
2.2.2.9 Chlorinated Polyethylene (CM) ................. 172 W* ]; N" G" A4 e) o1 @
2.2.2.10 Ethylene-Methyl Acrylate Rubber& C8 R9 m2 U  p( I/ A
(AEM) ........................................................ 18
( g- A; A( M+ ~# i/ S2.2.2.11 Acrylic Rubber (ACM) ............................... 184 n! y# Q% \- F8 x$ q: K- o
2.2.2.12 Fluorocarbon Rubbers (FKM) ................... 18$ B1 n5 o8 @# t0 L& u- S
2.2.2.13 Epichlorohydrin Rubber (ECO) ................. 18& q: s# ?1 M& [- d( ?
2.2.2.14 Urethane Rubber ....................................... 18
; T8 S6 J- v/ O' H2.3 Compounding .......................................................................... 19
: p7 T0 M, w% K7 m! Y  ]7 d  r2.3.1 Vulcanization and Curing ....................................... 19; t& M7 [0 L$ H; s, G( M
2.3.1.1 Sulfur Curing ............................................. 19- @; w( C- K$ E; \5 U8 I# D
2.3.1.2 Determination of Crosslink Density ........... 21" @4 s4 H1 e4 ]" D& G) C; S
2.3.1.3 Influence of Crosslink Density ................... 22
: e! _& f* b! D1 ]2.3.1.4 Other Cure Systems .................................. 23
+ X) Z, i8 y5 p8 G+ _2.3.2 Reinforcement ....................................................... 231 K9 w, s: `3 E# k4 u5 w* _( A
2.3.3 Anti-Degradants ..................................................... 257 Z) V! b, g: e3 n
2.3.3.1 Ozone Attack ............................................. 257 h! x$ o! _  q
2.3.3.2 Oxidation ................................................... 26
+ ?$ |- c9 v$ @8 }  m2.3.4 Process Aids .......................................................... 28
& [; T& X% J0 y) S; ~" p5 |2.3.5 Extenders .............................................................. 28
* _4 Z% U" e5 d: V$ o; j# _2.3.6 Tackifiers ............................................................... 29& E* t5 f% c$ i
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 ............................................................................ 339 c9 U, l5 C  R7 ]3 A' e
Bibliography ...................................................................................... 33
, p1 f" a2 v6 w- K& ZProblems .......................................................................................... 34$ f# I  F' S9 f8 ~- o& e" s# K: H
Answers ............................................................................................ 34
6 D" V* g5 H7 X) k4 D! y5 Z3. Elasticity ............................................................................. 35# m* @; @+ z- y: S! O6 m1 j
3.1 Introduction .............................................................................. 37
- Q+ c7 H8 S! d% j/ w3.2 Elastic Properties at Small Strains .......................................... 37
  n" N* l2 a+ O5 r! D3.2.1 Elastic Constants ................................................... 37
7 [  h+ W9 }7 h! f3.2.2 Relation between Shear Modulus G and, L9 `- H3 @  f2 v7 r# {5 ]8 @
Composition ........................................................... 40
. n* [* f6 I. _# s# z% o- g3.2.3 Stiffness of Components ........................................ 42; u' |  K3 ~, A( Z$ h2 b& z2 X
3.2.3.1 Choice of Shear Modulus .......................... 42
7 S- C# @; M: f) T3.2.3.2 Shear Deformation of Bonded Blocks
  l2 h% k! M4 _# e/ cand Hollow Cylindrical Tubes .................... 42
" `5 }3 v) s" P5 _# x7 f3.2.3.3 Small Compressions or Extensions of, p0 d; s9 D. @! _9 p- N' i* c
Bonded Blocks .......................................... 447 s: v) L3 m: X" F( n. z
3.2.3.4 Maximum Permitted Loads in/ N  s8 U6 ?" |& X4 E8 A  ]
Tension and Compression ........................ 465 h! m1 a$ G, X3 Y$ e
3.2.3.5 Indentation of Rubber Blocks by Rigid7 K, c: n3 a0 W8 ]
Indentors ................................................... 47
- Z: d4 g3 R& U8 |3.2.3.6 Protrusion of Rubber Through a Hole
+ @& f1 m" r4 u, O8 i/ oin a Rigid Plate .......................................... 49" a- v) T7 A& ~, f
3.3 Large Deformations ................................................................. 50. B4 s: w* ]2 [/ Z
3.3.1 General Theory of Large Elastic
- ~+ ^# q* \+ A0 I% f* }( {; SDeformations ......................................................... 501 b5 a( s- t+ x$ j- T  N
3.3.2 Stress-Strain Relations in Selected Cases ............. 51
& X( U7 F5 j: a0 Y' m3.3.2.1 General Relations between Stress
9 @7 G0 U4 r0 F9 m# P" G  yand Strain .................................................. 51
& p. w% z8 I2 G0 u. B  P1 m3.3.2.2 Simple Extension ...................................... 51
* d1 Q6 J5 M% _. d3.3.2.3 Evaluation of the Strain Energy( ?+ B" y; m7 x- @8 I, M  y
Function W ................................................ 52
& m/ c* m" r% |/ d/ u, L3.3.2.4 Elastic Behavior of Filled Rubber
4 a6 U) v0 |- i( a( L! H& iVulcanizates .............................................. 54% |% M0 a( \4 }# V% W# w+ y
3.3.2.5 Equi-Biaxial Stretching .............................. 56
$ {4 @# O4 A2 i6 I  j; X3.3.2.6 Constrained Tension (Pure Shear) ........... 577 m" @6 W: `% [% {4 }
3.3.2.7 Inflation of a Spherical Shell! b; D  o) @0 u$ C- x0 }
(Balloon) .................................................... 588 k) E: |% J% w9 S
3.3.2.8 Inflation of a Spherical Cavity .................... 59: Q: k! N/ o: j4 x: P* d+ u
3.3.3 Second-Order Stresses ......................................... 60. ]. S7 Q: s, k
3.3.3.1 Simple Shear ............................................. 60' {2 c1 @0 @/ {4 y! d+ T$ P5 ?9 y
3.3.3.2 Torsion ...................................................... 62
0 W% U% P; M8 {- h% }/ {3.4 Molecular Theory of Rubber Elasticity .................................... 63
/ Y  w3 f3 W: J+ i0 e$ ?3.4.1 Elastic Behavior of a Single Molecular
8 t, g/ \: [) \$ O( SStrand .................................................................... 63
- g1 d. {' t& F' \& C3.4.2 Elasticity of a Molecular Network ........................... 649 P0 w' r5 A- s) v# f
3.4.3 Effective Density of Network Strands ..................... 666 [' u) n" ^8 g# q
3.4.4 The Second Term in the Strain Energy
- `9 |9 E7 }  `$ Y/ n$ D4 gFunction ................................................................. 66& b  X* L; U5 ]- U* S3 N1 J# ]- j
3.4.5 Concluding Remarks on Molecular Theories .......... 68+ x8 V2 ]# u, h) z3 r
Acknowledgments ............................................................................ 68
7 T0 z0 s" |. q8 M8 f3 D; S8 O" f3 EReferences ....................................................................................... 68
' e, P, v1 P( Y, MProblems .......................................................................................... 70: C( c: c% A3 N9 Y
Answers to Selected Problems ........................................................ 70! l: O- `" C8 B
4. Dynamic Mechanical Properties ....................................... 73/ {. |( {+ n4 t$ C7 f7 c; x& ^# z
4.1 Introduction .............................................................................. 74
/ n6 B* c# H0 ~0 C7 j. [* W4.2 Viscoelasticity .......................................................................... 74  l0 b# N3 U+ B& @$ p0 v9 _0 D  G
4.3 Dynamic Experiments ............................................................. 78+ o) B2 F1 I% q; p) j! ~9 m
4.4 Energy Considerations ............................................................ 82
. ^9 T1 }% I4 m/ v" C4.5 Motion of a Suspended Mass ................................................. 82
( \( b+ N% h8 p" {2 \  g9 K4.6 Experimental Techniques ....................................................... 87( U0 `' F7 Y5 |$ e' y. O
4.6.1 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
- ~1 l7 s& f8 W1 c( ]3 M4.6.3 Free Vibration Methods ......................................... 874 W5 y2 z- p7 h+ O8 J
4.6.4 Rebound Resilience ............................................... 871 P" q1 t4 j  Y, F* v
4.6.5 Effect of Static and Dynamic Strain Levels ............ 88
. ], R+ @; C! n2 j- y" ]' G4.7 Application of Dynamic Mechanical Measurements ............... 89: _1 c* K5 ?( _: _, g
4.7.1 Heat Generation in Rubber Components ............... 89
6 P' @8 d3 @6 }4 h8 a4.7.2 Vibration Isolation .................................................. 892 V) g+ G" l0 u% A, I& u. ~
4.7.3 Shock Absorbers ................................................... 90
. Y  ^6 }+ a3 x" V- O4.8 Effects of Temperature and Frequency .................................. 90% N' `$ m7 r6 I
4.9 Thixotropic Effects in Filled Rubber Compounds ................... 94( d! V* L" `* x- c
Acknowledgements .......................................................................... 94
" p: R, p& S3 D2 KReferences ....................................................................................... 966 R1 \3 b6 i2 V7 _
Problems .......................................................................................... 968 s) P8 l9 ?! W6 y
Answers ............................................................................................ 97
5 z3 [6 l- J' z5 Q7 e$ r5. Strength .............................................................................. 99
9 w0 c- V* @" y5 S1 p) D* j! P5.1 Introduction .............................................................................. 100' v7 c9 @7 L  L9 ~" C
5.2 Fracture Mechanics ................................................................. 100
0 b5 ^5 @0 X7 f- f# d) ^, a3 U% }# I5.2.1 Analysis of the Test Pieces .................................... 102
# v# W& B# X: \5 `" U7 U5.2.2 The Strain Energy Concentration at a
. [# j( c- E, c& n7 c- ~' ACrack Tip ............................................................... 103
! S* A1 n0 t7 d& @. K8 p5.3 Tear Behavior .......................................................................... 104* P) u  C7 C& y  f7 q+ {
5.4 Crack Growth under Repeated Loading ................................. 109
( w- L# d4 k& q: G7 \" F5.4.1 The Fatigue Limit and the Effect of Ozone ............. 1112 Y$ D) X6 g$ n; C6 t0 K
5.4.2 Physical Interpretation of G0 .................................. 1130 \( O/ m+ j8 V; r
5.4.3 Effects of Type of Elastomer and Filler .................. 1142 D$ h  }- M# U
5.4.4 Effect of Oxygen .................................................... 114, G- o  C3 l  x7 H' U
5.4.5 Effects of Frequency and Temperature .................. 116
+ `3 l3 t, O) U3 a& P) k% c5.4.6 Nonrelaxing Effects ................................................ 116
! c: S" [* R6 ~9 _  t5.4.7 Time-Dependent Failure ........................................ 117
8 j' `- `7 g) B  W9 n0 A2 E5.5 Ozone Attack ........................................................................... 117; J/ Z6 i/ I. L
5.6 Tensile Strength ...................................................................... 121; H% P* R3 ~8 o- S" Z
5.7 Crack Growth in Shear and Compression .............................. 122
# O& }. c; V: X. g1 `7 w5.8 Cavitation and Related Failures .............................................. 125
3 Z7 @' K8 g6 Z( t5.9 Conclusions ............................................................................. 126
  k; B: }. ?2 a+ l% w2 |Bibliography ...................................................................................... 126
7 s* G& u6 C' \# XProblems .......................................................................................... 1291 L  L; y  N4 H# b* I2 Q8 N
Answers ............................................................................................ 131
  o9 g% r; k5 N, ^5 F: g0 ?9 d6. Mechanical Fatigue ............................................................ 137
; e2 h$ X, p; M6.1 Introduction .............................................................................. 1397 ~- D$ u6 A5 w5 ^; f
6.2 Application of Fracture Mechanics to Mechanical. n9 S$ m5 `; e7 J! D
Fatigue of Rubber ................................................................... 140; B0 J6 b* ^( z5 o
6.3 Initiation and Propagation of Cracks ....................................... 142
, a0 k5 W) P, Z8 i" z7 T& `8 H6.3.1 Fatigue Crack Initiation .......................................... 1425 {6 _6 G- B! X- g
6.3.2 Fatigue Life and Crack Growth .............................. 143
# @; a7 ~  ~4 H! B* y6.3.3 Fatigue Crack Propagation: The Fatigue
2 ~; B+ F5 y- v, {Crack Growth Characteristic .................................. 144
" `$ h* f& g' F9 H6.3.4 Fatigue Life Determinations from the Crack
7 v& N6 t# U, W7 _  s& h( O% q. \Growth Characteristics .......................................... 146: y' U# Z0 p" w/ N! j
6.4 Fatigue Crack Growth Test Methodology ............................... 148
3 r7 p& K0 c1 @# c5 n/ E6.4.1 Experimental Determination of Dynamic
" t& @# {1 w/ w# T1 U* T! ]/ gTearing Energies for Fatigue Crack
7 o+ g. H: b9 h/ y+ jPropagation ........................................................... 148
, L: h6 q9 ~# N6.4.2 Kinetics of Crack Growth ....................................... 149  A' E5 m# a; y6 v( @( z% f
6.4.3 Effects of Test Variables on Fatigue Crack
  v. ~& F" t  q( b* oGrowth Characteristics and Dynamic6 N5 w# d' {( J7 l' o
Fatigue Life ............................................................ 150
" o/ G) Z& [# E2 C, d& S7 T: c6.4.3.1 Waveform .................................................. 150* ~8 w/ O2 Y/ n$ f2 o" i
6.4.3.2 Frequency ................................................. 150% ?7 @7 H+ S) {( D, F0 l  M& w
6.4.3.3 Temperature .............................................. 150

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Engineering with Rubber: How to design Rubber Components

6.4.3.4 Static Strain/Stress .................................... 152
( n8 n" h0 S/ s& ^; I7 j6.5 Material Variables and Their Effect on Fatigue Crack; b- N6 ~0 \' d" T3 Q5 @4 V3 T6 ^
Growth ..................................................................................... 154
* N) ]' h3 c/ q  p' g+ u* J6.5.1 Reinforcing Fillers and Compound Modulus ........... 154
: M- e5 j+ Y: g$ |6.5.2 Elastomer Type ..................................................... 156& y0 L2 G: V5 d3 ?
6.5.3 Vulcanizing System ............................................... 157
$ b  ^0 r3 f% u7 Q8 B! M3 x6.6 Fatigue and Crack Growth of Rubber under Biaxial8 ?: k/ H! l" [) m& N+ \9 V$ @! N
Stresses .................................................................................. 158" M& o# K7 V" A$ Y4 O4 E  J7 q
6.7 Fatigue in Rubber Composites ............................................... 159
6 D. L4 u& a6 @4 d8 j6.7.1 Effect of Wires, Cords, and Their Spacing on
8 `' ~% a1 o5 C: n  K: G! yFatigue Crack Propagation .................................... 160
1 h" P+ |& o  \% ^  M& L6.7.2 Effect of Minimum Strain or Stress ......................... 1601 T) e# s, h& O; C* l: c
6.7.3 Comparison of S-N Curve and Fatigue Crack
6 ~( t& L! a9 r- Q5 U2 KPropagation Constants for Rubber-Wire% R  ]0 u) k9 R2 M2 E) P# {
Composites ............................................................ 163
, F5 V6 Y$ y# t2 x: n5 i+ w6.7.4 Fatigue of Two-Ply Rubber-Cord Laminates .......... 164& U8 i( e9 t" H1 G* P
6.8 Fatigue Cracking of Rubber in Compression and Shear
5 P( E1 f9 f: ^Applications ............................................................................. 165
) t  {2 U$ _% v& Z( V6.8.1 Crack Growth in Compression ............................... 165
6 ~6 d3 L) t! W  |, z) l6.8.2 Crack Growth in Shear .......................................... 167
: _  {  |. t7 c  v6 O6.9 Environmental Effects ............................................................. 168+ B- O' c' S1 f$ w, i: ^1 P
6.10 Modeling and Life Predictions of Elastomeric! s4 c4 @( @$ k3 j( M9 G8 y
Components ............................................................................ 169
" F/ a. q& f  _6.11 Fatigue Crack Propagation in Thermoplastic4 L0 Y0 ?, p" D3 p
Elastomers .............................................................................. 170/ p# K- N+ G7 E  L) @. ]: N
6.12 Durability of Thermoplastic Elastomers .................................. 170: I0 c, l6 F! L6 d3 N& J: v, h
6.13 Summary ................................................................................. 172. h8 Q( l% Q; ?$ M# u( J
Acknowledgments ............................................................................ 173
5 ?. a" x+ E( F$ w  Q# iReferences ....................................................................................... 1731 K# D. p3 ~3 G) P  d
Problems .......................................................................................... 174  j6 |- ]8 Q7 }0 I3 D/ T
Answers ............................................................................................ 175
- I0 a" W. o/ p7 b/ a8 W7. Durability ............................................................................ 177; _! f) d# v' q4 ^
7.1 Introduction .............................................................................. 179
3 `2 X/ N" c1 }7.2 Creep, Stress Relaxation, and Set ......................................... 180& z  ]1 P  N4 _9 W! h
7.2.1 Creep ..................................................................... 181% _' `5 s2 Y" _
7.2.2 Stress Relaxation .................................................. 181
0 M' c2 {( G/ G, u- v. U, l7.2.3 Physical Relaxation ............................................... 182( A7 W/ w0 v3 \8 O4 ^/ K8 y2 E
7.2.4 Chemical Relaxation .............................................. 183  L  y3 b' Z$ |" @( d
7.2.5 Compression Set and Recovery ............................ 184
4 Y0 W+ `% ~" _7.2.6 Case Study ............................................................ 185
5 e; [. B; {) m: q5 ^7.3 Longevity of Elastomers in Air ................................................ 186" p5 H1 n% c% G+ B5 K
7.3.1 Durability at Ambient Temperatures ....................... 186
# Z8 A5 Y, R2 T: x8 ]7.3.2 Sunlight and Weathering ....................................... 186& x# ^+ U- |& \5 K( k6 B" E
7.3.3 Ozone Cracking ..................................................... 187
9 O( U* T# @8 l/ z- j# R7.3.4 Structural Bearings: Case Studies ......................... 187
) d0 u0 d/ f; `) S, u  ~7.3.4.1 Natural Rubber Pads on a Rail
9 D7 [5 ~! A7 Q5 ]- yViaduct after 100 Years of Service ............ 187
1 F/ W3 {3 z# i- H# s6 b2 N7.3.4.2 Laminated Bridge Bearings after 20( D# n3 N/ J3 p! q
Years of Service ........................................ 189! f0 j( v5 o3 Q. a' P8 t0 N
7.4 Effect of Low Temperatures .................................................... 192. k' s  P8 ], {7 _
7.4.1 Glass Transition ..................................................... 192
+ q. f3 e4 l! _% ]: m$ d9 \7.4.2 Crystallization ........................................................ 192! L4 \/ r" @( z2 j# N/ u* O8 p
7.4.3 Reversibility of Low Temperature Effects ............... 193
4 R& t  V' V  }' c+ t7.5 Effect of Elevated Temperatures ............................................ 1931 b% ?3 V5 h0 ]
7.6 Effect of Fluid Environments ................................................... 195  f; N) r+ E  B: B7 j
7.6.1 Aqueous Liquids .................................................... 199
3 w8 Y: h; e8 c/ m' Y7.6.2 Hydrocarbon Liquids .............................................. 201  l) N& A7 T( I9 \: w0 o" A' k
7.6.3 Hydrocarbon and Other Gases .............................. 2039 _. R- _$ B  c. I  g: Z# C  H
7.6.4 Effects of Temperature and Chemical  z$ y% d2 _' h9 b0 V
Attack .................................................................... 207
  w- E. u, T0 M. k8 l% b7.6.5 Effect of Radiation ................................................. 209

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Engineering with Rubber: How to design Rubber Components

7.7 Durability of Rubber-Metal Bonds ........................................... 209% w3 M& W5 V1 X1 h
7.7.1 Adhesion Tests ...................................................... 210+ w# @7 H& r+ F9 D9 Z1 R
7.7.2 Rubber-Metal Adhesive Systems ........................... 211$ X$ H3 c) H; N( k& n$ [
7.7.3 Durability in Salt Water: Role of7 x  |6 {. Z2 [
Electrochemical Potentials ..................................... 212
1 w9 R8 C" Q5 P  \7.8 Life Prediction Methodology .................................................... 214! u  e' k: k" ]  U* Y
Acknowledgement ............................................................................ 217
5 V1 Z' n/ e& y. NReferences ....................................................................................... 217
2 H4 q* f0 A4 l1 y7 O3 R% JProblems .......................................................................................... 2187 n# v  X# I6 K9 o# g. i
Answers ............................................................................................ 220
1 F7 s7 o9 Q0 Q5 S- q4 s8. Design of Components ..................................................... 223
/ A' a9 @; a& Z( C! C; f8.1 Introduction .............................................................................. 224! v1 Z, {3 D3 [3 q% K# E6 Z* j
8.2 Shear and Compression Bearings .......................................... 226
" h! C4 B# ]7 P% {" R' g; \8.2.1 Planar Sandwich Forms ......................................... 226" w! v7 {& d# R8 V
8.2.1.1 Problem ..................................................... 230
1 ?* L" C( y" P8.2.2 Laminate Bearings ................................................. 2316 O7 {, y6 s1 g  H: _/ `" q
8.2.2.1 Problem ..................................................... 2314 B$ j# p  h4 _3 N# O
8.2.3 Tube Form Bearings and Mountings ...................... 233, ~9 e" B! o; @' ]3 m0 d5 T4 Y
8.2.3.1 Problem ..................................................... 2338 u' ?( X4 H# y. U4 b3 n
8.2.3.2 Problem ..................................................... 236% L: J2 ]# o3 q- J6 a% Y
8.2.4 Effective Shape Factors ......................................... 237
  P& D, r0 }- e' H0 F, _7 O8.3 Vibration and Noise Control .................................................... 238
3 z2 @% ~5 v/ f0 u+ Q& |8 y8.3.1 Vibration Background Information .......................... 239
+ W) r* \8 N& @: g1 E6 Z8.3.2 Design Requirements ............................................ 241
+ R, G* s' A. W* F1 X: w: u6 B! r8.3.3 Sample Problems .................................................. 241- D, q1 ~$ j: w+ ~7 T4 G
8.3.3.1 Problem ..................................................... 241
4 M4 K4 |: I* V* j" L! l8.3.3.2 Problem ..................................................... 245
  d: r1 Z0 O7 }' @8.3.3.3 Problem ..................................................... 246
* E, C. U- q1 A8 M8.4 Practical Design Guidelines .................................................... 249
  l; I, h, \* X% p8.5 Summary and Acknowledgments ........................................... 250
" P+ \7 v0 W% G9 G6 S: `' TNomenclature ................................................................................... 251
+ r/ `; }' |$ H. G& v( O* QReferences ....................................................................................... 251
; W. X+ l3 U6 N" g/ a  A/ c: h( C; a. FProblems for Chapter 8 .................................................................... 252. z! i  h. L. y8 ~# }3 j; D& }
Solutions for Problems for Chapter 8 ............................................... 253
) x1 j% }# O) ]. V4 Y7 Q9. Finite Element Analysis .................................................... 2579 w- J$ A8 f5 f+ N8 u9 z) G
9.1 Introduction .............................................................................. 259. w* K; \! |1 v- f. I
9.2 Material Specification .............................................................. 260
$ S" z5 p$ z6 y9.2.1 Metal ..................................................................... 260% H; K; C+ o  |
9.2.2 Elastomers ............................................................ 2602 u* k! O! O7 Y$ ]
9.2.2.1 Linear ........................................................ 260
$ L* a. P" p! Z9 k9.2.2.2 Non-Linear ................................................ 265
3 c0 }, u) P5 m, T/ ]3 w7 _9.2.3 Elastomer Material Model Correlation .................... 274
1 F! @4 i1 t4 V) S9.2.3.1 ASTM 412 Tensile Correlation .................. 274
6 {" @" x" F( Y4 M/ t+ e9.2.3.2 Pure Shear Correlation ............................. 274
3 R$ T  Q: m+ Q6 j3 l9.2.3.3 Bi-Axial Correlation ................................... 275
. ]  _4 Q  U1 P9.2.3.4 Simple Shear Correlation .......................... 276& I0 v# h9 F, B9 ?
9.3 Terminology and Verification .................................................. 276
1 A1 |$ ~$ I" R, g9.3.1 Terminology ........................................................... 276
9 L3 p! C+ X. P" \6 P5 S9.3.2 Types of FEA Models ............................................ 277
% f/ G$ r0 W6 w  l# e+ v7 L3 w% f: r9.3.3 Model Building ....................................................... 2782 g, q: p* U& r7 `
9.3.3.1 Modeling Hints for Non-Linear FEA .......... 2789 }7 g; y" ?0 B- Y" {0 N; r
9.3.4 Boundary Conditions ............................................. 279
1 |$ z' {/ w$ O1 Y* M9.3.5 Solution ................................................................. 280+ s1 K$ G7 b8 n0 {/ i
9.3.5.1 Tangent Stiffness ...................................... 2803 B2 G0 h7 V! c% K- l/ s8 q  l
9.3.5.2 Newton-Raphson ...................................... 281
+ n4 K1 C- A+ }, S& i& e9.3.5.3 Non-Linear Material Behavior ................... 2810 s8 X3 G% F4 a; _2 D; E
9.3.5.4 Visco-Elasticity (See Chapter 4) ............... 281. `2 k4 V4 Y- D7 X: Q  W7 m
9.3.5.5 Model Verification ...................................... 282
$ V; V6 |; `4 I" X+ K8 w* F9.3.6 Results .................................................................. 282
# M2 a+ A0 r- S5 h2 z3 A! {. Z+ r. [7 A9.3.7 Linear Verification .................................................. 283
' a) m$ v+ Q4 b! Z, w* j7 c9.3.8 Classical Verification – Non-Linear ........................ 283- m! S3 [& i# q" q9 r/ N# y
9.4 Example Applications .............................................................. 287" g$ k6 z" q- h0 M6 a
9.4.1 Positive Drive Timing Belt ...................................... 2876 [& G$ i# E: j6 n
9.4.2 Dock Fender .......................................................... 288+ `" }' ^: m+ n! f4 d6 Q
9.4.3 Rubber Boot .......................................................... 289
) f6 g  a0 |* o. y9.4.4 Bumper Design ...................................................... 2917 a4 v6 g/ f" `1 a+ @  |
9.4.5 Laminated Bearing ................................................. 293: Q. P) w' i8 @' c3 m# _0 I/ ^! r
9.4.6 Down Hole Packer ................................................. 297) q1 _6 b& m4 P
9.4.7 Bonded Sandwich Mount ....................................... 297" Y' k6 F' S; F1 R2 T1 O% g- h* m
9.4.8 O-Ring ................................................................... 299' q# M% W* u# d8 Y. s
9.4.9 Elastomer Hose Model .......................................... 301# {4 A& T* F6 G* l2 N+ c( J! x7 l5 a
9.4.10 Sample Belt ........................................................... 301, L" d8 _5 p( |- r' a
References ....................................................................................... 304* n' U9 B  ~3 M# z
10. Tests and Specifications ................................................... 307
* ^# Q. `7 K4 e. P7 t8 \10.1 Introduction .............................................................................. 309( i0 v4 E4 l: a0 M' K. K: F! F
10.1.1 Standard Test Methods ......................................... 3097 v( o  A0 I, U% s0 {
10.1.2 Purpose of Testing ................................................. 309
, f* Y2 X, F4 P& E1 S3 d' M: I9 y2 j10.1.3 Test Piece Preparation .......................................... 310
2 p0 m) l) k- a1 G% a, H9 {10.1.4 Time between Vulcanization and Testing ............... 3101 N4 G5 ?( Y9 P  g2 R
10.1.5 Scope of This Chapter ........................................... 310
" T0 M* `/ n! m& t( G10.2 Measurement of Design Parameters ...................................... 311' D, T4 `1 g+ ]. c" Y6 H
10.2.1 Young’s Modulus ................................................... 3110 R/ C& ~& z9 j  H3 N- O: o% s- B
10.2.2 Shear Modulus ...................................................... 313; g4 ]7 z) e; N) T; T0 C. M2 W
10.2.3 Creep and Stress Relaxation ................................. 315
- `: m3 k. `* Q3 R10.2.3.1 Creep ........................................................ 316
& r% p. X/ v6 L# F9 B10.2.3.2 Stress Relaxation ...................................... 316

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