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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
* C7 w& g6 L0 I) Q7 ^共有六个压缩卷
6 k( ?8 B. B1 t: b5 w$ p4 c" `+ \: H, _6 k0 X9 b1 t0 A) \4 A
[ 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
: j% c4 Z2 L- {6 k) y1.1 Rubber in Engineering ............................................................ 2
1 c$ q4 f% }- L6 m& i' p3 D0 `" _1.2 Elastomers .............................................................................. 2
3 w& k1 I$ m% s1.3 Dynamic Application ................................................................ 3% m- r, Z4 P" N
1.4 General Design Principles ...................................................... 4+ J- Q2 D$ C" K6 M: v8 R  {
1.5 Thermal Expansivity, Pressure, and Swelling ........................ 4
7 V! N+ I0 t! X- B1.6 Specific Applications and Operating Principles ...................... 5
# W! F8 Z/ t: `& _6 H& _6 g8 l  f1.7 Seal Life ................................................................................... 8+ E# ?0 i- V6 j1 D1 ^
1.8 Seal Friction ............................................................................ 8( X* B7 r" X5 ?% I) R) y
1.9 Acknowledgments ................................................................... 8
1 \0 ~+ `" s* L  O% V. s: V8 r' A1.10 References .............................................................................. 9
2 w$ r" [  K3 p! q/ \6 X% L, m: N2. Materials and Compounds ................................................ 11" r) Z; [+ `8 V: e. E1 w( Y1 G  |
2.1 Introduction .............................................................................. 13, j# ]; R# D7 b: ^  O: `$ a
2.2 Elastomer Types ..................................................................... 13+ v9 C+ V2 a9 i2 n3 f) ^( |! H8 [' b
2.2.1 General-Purpose Elastomers ................................. 13* y- a) ~+ H! R4 c; w4 k9 p4 R
2.2.1.1 Styrene-Butadiene Rubber (SBR) ............. 13
1 ~9 A! ]0 s5 B3 b% z2.2.1.2 Polyisoprene (NR, IR) ............................... 14$ S5 c5 b# Y  L( F4 Q
2.2.1.3 Polybutadiene (BR) ................................... 15
/ |7 X6 P5 `: z% p/ b9 A8 s2.2.2 Specialty Elastomers ............................................. 156 h6 n) B2 f/ N! m" o3 g. P
2.2.2.1 Polychloroprene (CR) ................................ 15; z+ Z4 g9 ]+ {* G; J: v2 ^
2.2.2.2 Acrylonitrile-Butadiene Rubber6 y0 ~1 g6 N' `9 n
(NBR) ........................................................ 16
6 ]0 S- r" ?0 Q) _0 N, W2.2.2.3 Hydrogenated Nitrile Rubber
# P$ _9 @2 B7 h4 |(HNBR) ...................................................... 16" f0 X9 |7 _: ~' H8 a- l/ R
2.2.2.4 Butyl Rubber (IIR) ..................................... 16  M: H( n% I2 z1 [' A) ]
2.2.2.5 Ethylene-Propylene Rubber  S, d6 G- t3 D
(EPR, EPDM) ............................................ 16. q" K( U7 _* j6 O0 p
2.2.2.6 Silicone Rubber (MQ) ................................ 17
+ d) i4 l5 s, m; p* h2.2.2.7 Polysulfide Rubber (T) .............................. 17
1 {& h9 }! Q) f8 w: J2.2.2.8 Chlorosulfonated Polyethylene2 x+ F; j7 w) }2 j! b. P' R# Q: S
(CSM) ........................................................ 17# Q2 Y( z  b( B) l/ R9 j
2.2.2.9 Chlorinated Polyethylene (CM) ................. 17' [. x3 i& s7 a1 e1 f8 T
2.2.2.10 Ethylene-Methyl Acrylate Rubber
! l, s! g, P; i' q9 Q, B9 k9 e  j( Z(AEM) ........................................................ 18$ t4 U- R. u0 x4 \
2.2.2.11 Acrylic Rubber (ACM) ............................... 18
6 ]- _' F$ @8 \& M2.2.2.12 Fluorocarbon Rubbers (FKM) ................... 18
" W) f5 z" ^# G. X8 o1 ?+ @, T2.2.2.13 Epichlorohydrin Rubber (ECO) ................. 18  I+ l' d0 q3 i0 j$ k8 W0 _* }2 N
2.2.2.14 Urethane Rubber ....................................... 18) e! p2 j2 S4 Z" u5 d! o7 t
2.3 Compounding .......................................................................... 197 M" `8 H( U  @% s* p+ J
2.3.1 Vulcanization and Curing ....................................... 19$ U$ X- i, a# g4 e$ l8 ?+ R
2.3.1.1 Sulfur Curing ............................................. 19
9 Q( u% }7 ^( f/ p3 i2.3.1.2 Determination of Crosslink Density ........... 21/ E) {' V9 p* H9 U5 _# `: x
2.3.1.3 Influence of Crosslink Density ................... 22
, y; E! k; f+ A2 M1 `2.3.1.4 Other Cure Systems .................................. 23
( X' h& g" m: Z$ L9 I$ Z; u2.3.2 Reinforcement ....................................................... 23- Y0 p4 ]  o' E* {/ n0 H
2.3.3 Anti-Degradants ..................................................... 25
6 b1 d4 K" y" ~) K. C/ W: `: b8 r1 T2.3.3.1 Ozone Attack ............................................. 256 B6 Z4 |% s+ P
2.3.3.2 Oxidation ................................................... 26; q& n+ y* D. {7 _3 K" K
2.3.4 Process Aids .......................................................... 28
3 N! ]$ g% R6 J; p2.3.5 Extenders .............................................................. 28) u/ {7 n* V$ }+ `1 c- k: n  M' R. d
2.3.6 Tackifiers ............................................................... 29
% u6 y* X; k+ A% l  g2.4 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: N4 y! t7 i- T
Bibliography ...................................................................................... 339 S, B7 a3 V4 B) U; B/ o
Problems .......................................................................................... 34
; k! O# E) `& p' j& ~" ]Answers ............................................................................................ 34
+ D7 {0 B0 E, h8 \* E2 N1 c3. Elasticity ............................................................................. 35
6 n  v, b) ^8 f, }. G2 w' Q6 g3.1 Introduction .............................................................................. 37- b  b3 L2 {1 o% s1 `. T
3.2 Elastic Properties at Small Strains .......................................... 37
5 N1 b% k, P- \7 j7 {3.2.1 Elastic Constants ................................................... 374 ]$ o9 c* ]5 f# Y
3.2.2 Relation between Shear Modulus G and
  Z" Y7 j1 J* ]# hComposition ........................................................... 40" t" r; u& }/ ]
3.2.3 Stiffness of Components ........................................ 42
" \" V+ D* _. g8 f% u& o7 V* m: Q! X3.2.3.1 Choice of Shear Modulus .......................... 42
* H. H* F2 K& q: H+ W9 K8 i3.2.3.2 Shear Deformation of Bonded Blocks" U" Y) H! m" O1 ~! N, r1 O: X
and Hollow Cylindrical Tubes .................... 42
( W& Z$ [, x& h( K. S3.2.3.3 Small Compressions or Extensions of& w) h" J2 C; B9 {( b  O
Bonded Blocks .......................................... 44
5 g5 ?- i; H0 m- P% W& J' |3.2.3.4 Maximum Permitted Loads in# Q  {" C( f* D0 v; f+ U
Tension and Compression ........................ 46- y" s: K; ?% Y2 L3 s4 ^
3.2.3.5 Indentation of Rubber Blocks by Rigid' ?1 T3 ~; r$ j6 N
Indentors ................................................... 47, \9 m2 f- N9 n! U" h. }
3.2.3.6 Protrusion of Rubber Through a Hole
3 B( P# f1 w1 E  u0 ~8 ain a Rigid Plate .......................................... 49
- p8 u6 R( W' ?% p- T# y3.3 Large Deformations ................................................................. 50- U' N5 M# u" e6 U
3.3.1 General Theory of Large Elastic# y2 I7 H2 r& \! o
Deformations ......................................................... 50
6 g0 [/ i; u$ Y, R* n2 M; |7 T; J% I( t3.3.2 Stress-Strain Relations in Selected Cases ............. 51
( w1 V4 e) n3 `/ u/ _3.3.2.1 General Relations between Stress. I/ w& C# S5 F% k
and Strain .................................................. 51
" h7 q7 g% U" g8 d3 ?8 i$ x* `2 S3.3.2.2 Simple Extension ...................................... 51
" o$ I6 A5 G+ q( D; B, \9 \3 g3.3.2.3 Evaluation of the Strain Energy
7 D9 w4 p4 e7 i& FFunction W ................................................ 526 c& j5 E7 H+ ?3 g* F
3.3.2.4 Elastic Behavior of Filled Rubber/ Q4 P0 m; [% v- X9 L5 L9 I
Vulcanizates .............................................. 54' X* X$ P+ y" C, n# b% ^/ j2 w
3.3.2.5 Equi-Biaxial Stretching .............................. 563 Z# E/ q( F7 r  @( e
3.3.2.6 Constrained Tension (Pure Shear) ........... 57
- q* W' h  G& Q, s3.3.2.7 Inflation of a Spherical Shell
7 E& Z0 F4 f4 D: U/ n(Balloon) .................................................... 58
# B( {0 Q# r: C8 o" K5 U( k- @3.3.2.8 Inflation of a Spherical Cavity .................... 59
, S. D% o" O* T8 o- i! \' Q3.3.3 Second-Order Stresses ......................................... 60
( C  _# B8 j. i2 Y5 ]3.3.3.1 Simple Shear ............................................. 60
; _3 }1 T# R7 M) E) }3.3.3.2 Torsion ...................................................... 62) R% f6 i! a# ~, l& l9 j/ g/ ~
3.4 Molecular Theory of Rubber Elasticity .................................... 63: M7 V* L4 B. Y5 c
3.4.1 Elastic Behavior of a Single Molecular4 V1 S9 W, f: s0 q+ ]4 n
Strand .................................................................... 63
; j4 N" v7 T1 f5 R3.4.2 Elasticity of a Molecular Network ........................... 64, A; s) S" H4 t9 T1 p9 L7 f
3.4.3 Effective Density of Network Strands ..................... 66& y& p7 K" ^& F2 W2 o1 a
3.4.4 The Second Term in the Strain Energy& z* W% R- L& K7 @4 _& z
Function ................................................................. 66: {$ b4 h# Y% f8 b
3.4.5 Concluding Remarks on Molecular Theories .......... 68
- l3 w( p& g& J0 d$ OAcknowledgments ............................................................................ 688 p% D) M; G$ \, l8 O( q
References ....................................................................................... 68
0 C+ T, ~5 [0 Z9 CProblems .......................................................................................... 70; \% I- q" }; J* V2 w: q/ ~4 V- l4 i
Answers to Selected Problems ........................................................ 70
% t, m) E/ J. ^* r2 H8 Q4. Dynamic Mechanical Properties ....................................... 73; C( y) k! D/ \  E0 X  m& c9 z5 @
4.1 Introduction .............................................................................. 74) d4 n$ D0 M6 ~
4.2 Viscoelasticity .......................................................................... 74& @- n# o* U9 `( s4 b( f
4.3 Dynamic Experiments ............................................................. 78
3 Q* J5 X. x1 X( x4.4 Energy Considerations ............................................................ 82
7 D; t& o5 y  M; N4.5 Motion of a Suspended Mass ................................................. 82# M0 i/ B- O( |0 W+ x, p
4.6 Experimental Techniques ....................................................... 879 i) M9 ]! J, U( M
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
. l/ y& `5 x+ j4.6.3 Free Vibration Methods ......................................... 877 z! E" Y0 |$ t  f" B: _
4.6.4 Rebound Resilience ............................................... 87
: A' \/ g2 P5 o2 @6 j4.6.5 Effect of Static and Dynamic Strain Levels ............ 88- Y4 |( W( M( L" h' m- c  j
4.7 Application of Dynamic Mechanical Measurements ............... 89/ S( g& n3 Q" h( V& r
4.7.1 Heat Generation in Rubber Components ............... 89' M7 e" W$ g& k
4.7.2 Vibration Isolation .................................................. 89
4 d' r- }$ X% T4.7.3 Shock Absorbers ................................................... 90
" o5 _, A+ |5 o) Y9 H4.8 Effects of Temperature and Frequency .................................. 900 n* M4 }. r0 c" b" B
4.9 Thixotropic Effects in Filled Rubber Compounds ................... 94
/ f( v# Y% U& sAcknowledgements .......................................................................... 94
3 ?0 m$ t: w4 ^) E0 {0 ?References ....................................................................................... 960 u: q7 {8 b, K/ t' U' Q1 O
Problems .......................................................................................... 96" d2 W# n5 o; o: O! {: T* P+ V
Answers ............................................................................................ 97
' T& _* F' ~, M5. Strength .............................................................................. 99
& F& m; s3 f3 n3 o5.1 Introduction .............................................................................. 100  u% }5 w& k- i
5.2 Fracture Mechanics ................................................................. 100
. m3 L1 i- v. t1 y0 h5 N( E5.2.1 Analysis of the Test Pieces .................................... 102& z; k- \1 e' Z0 J7 g6 A/ D2 W
5.2.2 The Strain Energy Concentration at a$ a+ b7 i) x$ F! b% N" e
Crack Tip ............................................................... 103
& s3 z$ t: A- _5.3 Tear Behavior .......................................................................... 104
5 t  ?6 |$ u6 Y3 S  W1 {& E5.4 Crack Growth under Repeated Loading ................................. 109- H: u/ ]$ l; I0 R
5.4.1 The Fatigue Limit and the Effect of Ozone ............. 111
4 p; P# S& a  w7 }3 d' R. u/ c5.4.2 Physical Interpretation of G0 .................................. 113
) S! e4 u8 b5 u1 Z. c; o- i' C- i5.4.3 Effects of Type of Elastomer and Filler .................. 114& \. J" X7 b: x% \2 U' ^" _
5.4.4 Effect of Oxygen .................................................... 1145 D) T0 b' n. z+ S% G; S9 J
5.4.5 Effects of Frequency and Temperature .................. 116
0 o9 S$ V2 v& Z/ \5.4.6 Nonrelaxing Effects ................................................ 116
4 b% {* z$ o  `* N5.4.7 Time-Dependent Failure ........................................ 117& c8 P, Z  \' S* ]1 y) d
5.5 Ozone Attack ........................................................................... 117: Q. N0 n* G7 W4 J1 {( N
5.6 Tensile Strength ...................................................................... 121
3 Q& H' \/ `7 r8 b3 N' F! w9 V+ k- H5.7 Crack Growth in Shear and Compression .............................. 122& {3 x( G* k* Z/ A) S0 t* t2 J: \
5.8 Cavitation and Related Failures .............................................. 125
/ Y: i" ?- D5 Y5 Y5 d5 _# C5.9 Conclusions ............................................................................. 126* u' M/ l, y6 C
Bibliography ...................................................................................... 126. T0 A& M' V9 n- |$ r0 O1 Q+ D; i% L
Problems .......................................................................................... 129
/ C( d' T0 M2 w& A, d- rAnswers ............................................................................................ 131  a, R* V( R4 P: G/ O  v' _( `
6. Mechanical Fatigue ............................................................ 137
, z  r/ {8 I" ]3 \) e  L3 s: S6 t6.1 Introduction .............................................................................. 139
  p4 \9 O4 n- y; V' I; y3 T% I6.2 Application of Fracture Mechanics to Mechanical( T6 H9 N! e/ U
Fatigue of Rubber ................................................................... 140
  t* V' Q+ j: z6.3 Initiation and Propagation of Cracks ....................................... 142; i  Q9 }0 g& Q" r# t
6.3.1 Fatigue Crack Initiation .......................................... 142: o1 X1 L+ s, X5 g. r* a
6.3.2 Fatigue Life and Crack Growth .............................. 143
$ W/ N/ ~) a' `2 }6.3.3 Fatigue Crack Propagation: The Fatigue' G9 }; K6 ?; `
Crack Growth Characteristic .................................. 144
+ V& A  l" M' Z: g0 N2 _6.3.4 Fatigue Life Determinations from the Crack( P2 f, S- ~- s; z  d3 r+ B
Growth Characteristics .......................................... 1462 d1 i5 R9 n  Y/ }" o. j& O
6.4 Fatigue Crack Growth Test Methodology ............................... 148
7 D: {, M  \% b* W, N- e6.4.1 Experimental Determination of Dynamic* i. Y5 L3 I( y
Tearing Energies for Fatigue Crack
7 Z' c- E( `7 V2 WPropagation ........................................................... 148! ?/ a# S) B! B4 \- ]1 E/ j
6.4.2 Kinetics of Crack Growth ....................................... 1490 e$ M/ z, C6 S) w" g
6.4.3 Effects of Test Variables on Fatigue Crack
5 b2 c4 w4 X- Z) t; X  p, lGrowth Characteristics and Dynamic
6 X# J6 G( g  }0 V* pFatigue Life ............................................................ 1500 Q( y( s  \% Z0 X
6.4.3.1 Waveform .................................................. 150
- n. w- A% i6 T' y8 @7 c. t6.4.3.2 Frequency ................................................. 150
0 K, L0 R5 O/ b9 L4 @6.4.3.3 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 .................................... 1524 T9 `3 K3 x0 @1 w
6.5 Material Variables and Their Effect on Fatigue Crack
' W! G$ K$ v" H  ]Growth ..................................................................................... 154) z1 K  l* ~) a3 |9 D: n
6.5.1 Reinforcing Fillers and Compound Modulus ........... 154! U) W4 ]4 b4 J* V5 a0 Z) L
6.5.2 Elastomer Type ..................................................... 156! a" Y" Y- c/ k. L% `
6.5.3 Vulcanizing System ............................................... 157
( i: N3 H& W; u( R2 e6.6 Fatigue and Crack Growth of Rubber under Biaxial
$ `5 l- g- S. }$ N7 NStresses .................................................................................. 158
' }9 H* Z. p) y& j1 ?6.7 Fatigue in Rubber Composites ............................................... 159/ @' R" [* c' X; d) u
6.7.1 Effect of Wires, Cords, and Their Spacing on% H  `7 c5 ^% Q" r5 X( R
Fatigue Crack Propagation .................................... 160
/ q+ Y7 E. Z: k8 e" [, N& ]! c% {6.7.2 Effect of Minimum Strain or Stress ......................... 160
3 M/ B, j' b: d1 B6.7.3 Comparison of S-N Curve and Fatigue Crack
$ _+ m2 \+ s$ ?$ i- U0 b2 ?, W6 UPropagation Constants for Rubber-Wire
9 d2 Y1 H2 v- l3 p0 uComposites ............................................................ 1635 f; S2 H5 p$ g  @* l/ W+ \
6.7.4 Fatigue of Two-Ply Rubber-Cord Laminates .......... 164" b) V: o. Q3 Z1 u0 G
6.8 Fatigue Cracking of Rubber in Compression and Shear
& J) [( W+ [' A; T7 I8 q# `$ j- xApplications ............................................................................. 1659 N+ V; H1 G, n& [
6.8.1 Crack Growth in Compression ............................... 165. m$ d5 e: O" t, |- i# o
6.8.2 Crack Growth in Shear .......................................... 167: D* r1 X7 F! S
6.9 Environmental Effects ............................................................. 168
5 k0 ^5 O' Q# K9 v3 V* J+ R( ~6.10 Modeling and Life Predictions of Elastomeric0 g( l; k1 q0 I: _4 F5 U- a
Components ............................................................................ 169
$ I: x+ i; g) s3 S5 f5 y5 J6.11 Fatigue Crack Propagation in Thermoplastic
1 ^: G$ P+ j0 ?$ U2 p, UElastomers .............................................................................. 1707 E9 r) t( N3 k% X6 e" u* G! |
6.12 Durability of Thermoplastic Elastomers .................................. 170
% r5 Q$ P- Z: m# A! ]* Y* p+ Y6.13 Summary ................................................................................. 1729 c7 E& F3 L6 U! U4 k6 |
Acknowledgments ............................................................................ 173
$ K4 r1 P7 H; e' eReferences ....................................................................................... 173
  o7 Q$ T7 O9 t, @' f% BProblems .......................................................................................... 174
2 I% x2 {3 q' T3 `+ ?8 e+ |Answers ............................................................................................ 175
0 B  t- f- a, Z  F$ M7. Durability ............................................................................ 177
3 M: k# w) r6 ^: o5 `7.1 Introduction .............................................................................. 179! v9 Z, W0 |7 C* B# ^# A
7.2 Creep, Stress Relaxation, and Set ......................................... 180
. {$ r5 W. F+ @& s8 x7.2.1 Creep ..................................................................... 181
$ W5 J1 C* j+ c) z; R# `7.2.2 Stress Relaxation .................................................. 1816 a+ }. M5 u! T& f) S6 _' j
7.2.3 Physical Relaxation ............................................... 1826 Z/ n7 F9 u( ]  i7 m
7.2.4 Chemical Relaxation .............................................. 183+ p2 ^# n2 w, |
7.2.5 Compression Set and Recovery ............................ 1846 l$ ]5 e- l' @! n
7.2.6 Case Study ............................................................ 185
  J" b) {- n0 ?6 [7.3 Longevity of Elastomers in Air ................................................ 186
) E( ~4 N" H. _7.3.1 Durability at Ambient Temperatures ....................... 186
5 C1 x: T* Z5 v( w, Q% D- d2 B7.3.2 Sunlight and Weathering ....................................... 186/ @6 @% b8 b( K2 N# q0 ]
7.3.3 Ozone Cracking ..................................................... 187+ W$ U% b: T: z( f
7.3.4 Structural Bearings: Case Studies ......................... 187' p8 T; y4 f6 Q, C/ e( X
7.3.4.1 Natural Rubber Pads on a Rail
( o# l3 w$ O6 d, u+ @$ sViaduct after 100 Years of Service ............ 187
. Y+ R9 Q! X0 F7.3.4.2 Laminated Bridge Bearings after 20
3 i# S) o  T6 L  g; q4 l( N& @: [Years of Service ........................................ 189
# U7 h) G  r! |/ Z; t7.4 Effect of Low Temperatures .................................................... 192
$ W: e) y3 U- [+ C7.4.1 Glass Transition ..................................................... 1923 R% O8 A+ f* |. d, u
7.4.2 Crystallization ........................................................ 192
+ J( h! s4 }$ f% a$ G- z+ v2 Y7.4.3 Reversibility of Low Temperature Effects ............... 193/ `3 e/ D* z7 O6 F) w; i1 \
7.5 Effect of Elevated Temperatures ............................................ 1936 Y: B9 F! I8 c* W2 ?) J
7.6 Effect of Fluid Environments ................................................... 195
) R  t# t' M) h1 F" O7.6.1 Aqueous Liquids .................................................... 199$ @( c: W8 R. k5 `" ^
7.6.2 Hydrocarbon Liquids .............................................. 2018 _& T# B# A% _8 C' @, N
7.6.3 Hydrocarbon and Other Gases .............................. 203
1 p/ G5 B3 \  P5 G7.6.4 Effects of Temperature and Chemical% I- ], S5 o& |, A8 U3 [
Attack .................................................................... 207
+ N* \, Y$ h3 H- i4 Q1 z# X7.6.5 Effect of Radiation ................................................. 209

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Engineering with Rubber: How to design Rubber Components

7.7 Durability of Rubber-Metal Bonds ........................................... 209
" \8 X9 c0 x/ C6 c# l7.7.1 Adhesion Tests ...................................................... 2104 T' r9 C% T+ Y( D2 y
7.7.2 Rubber-Metal Adhesive Systems ........................... 211, I9 ^( A: u! R8 P' P" z3 c# j5 k: K
7.7.3 Durability in Salt Water: Role of
6 \4 X: i0 E& M+ _+ IElectrochemical Potentials ..................................... 212
2 z" o2 Z1 j% ?7 X7.8 Life Prediction Methodology .................................................... 214; ]2 K/ {% a3 ~8 S9 w
Acknowledgement ............................................................................ 217
& a0 O8 y2 {) [) |) N1 |References ....................................................................................... 217( o# g% v0 a0 J* s  V8 M: |
Problems .......................................................................................... 218, |6 X  m! s, ^- }: a
Answers ............................................................................................ 220- c! K. W" j2 Y- F) u! X
8. Design of Components ..................................................... 223) V% l. k' c& `' s9 b5 H) Z2 n; u
8.1 Introduction .............................................................................. 2241 l: h2 s' n0 u5 U: @, n- Y
8.2 Shear and Compression Bearings .......................................... 226  T# }; E+ t/ A
8.2.1 Planar Sandwich Forms ......................................... 226
2 a+ t$ O, y2 O# g% L3 c9 Q8.2.1.1 Problem ..................................................... 230" }5 U( p1 c" v/ B* B$ C2 Q, y/ K
8.2.2 Laminate Bearings ................................................. 231
" U& O# d: }. M: e8.2.2.1 Problem ..................................................... 231
3 {, b' G+ o( ]! P0 g. T8.2.3 Tube Form Bearings and Mountings ...................... 233+ a1 Y8 z  l7 d/ a4 I
8.2.3.1 Problem ..................................................... 233
0 T) k" \$ e6 x) A* W/ f: v  R  d3 S, ^8.2.3.2 Problem ..................................................... 236* K* k$ M2 i" z/ e
8.2.4 Effective Shape Factors ......................................... 237! k6 |/ P/ \1 G2 Y
8.3 Vibration and Noise Control .................................................... 238
# z- F6 ~6 {6 V( }8.3.1 Vibration Background Information .......................... 239
- U: m3 d( t; X6 L  _8.3.2 Design Requirements ............................................ 241
4 y$ _; J" a; S* y( r- R1 W. j3 a8.3.3 Sample Problems .................................................. 241% }: |6 a: U8 C4 H/ A% X
8.3.3.1 Problem ..................................................... 241" f, o. U" F6 ?4 \
8.3.3.2 Problem ..................................................... 245
" [7 k/ B  H" T3 \9 i8.3.3.3 Problem ..................................................... 246: w3 L$ m2 ~* \, z. m3 }
8.4 Practical Design Guidelines .................................................... 249
7 H* h, o( ~' y0 Z2 o* I, V% b% P2 P8.5 Summary and Acknowledgments ........................................... 250
) E3 p7 D6 O+ k# G; _, j' xNomenclature ................................................................................... 251
5 Z( m2 s4 ?; b8 [" p' zReferences ....................................................................................... 251
: D: A/ ^6 v. W$ [+ w* I3 cProblems for Chapter 8 .................................................................... 252! g4 M) ^1 c  M3 Q0 s5 g2 u5 m# l
Solutions for Problems for Chapter 8 ............................................... 253
2 o" f% n* k4 l$ M9. Finite Element Analysis .................................................... 257
' g1 l& o6 \! u9 @9 K4 ^& {7 D9.1 Introduction .............................................................................. 2593 ?2 D% C4 C0 a' h
9.2 Material Specification .............................................................. 260: O) N" {7 k6 U- L% C' g& R
9.2.1 Metal ..................................................................... 260" f  L$ q9 l5 b# g. D6 Y6 g
9.2.2 Elastomers ............................................................ 2605 d' D1 x! ^3 R8 R+ V7 S3 Z
9.2.2.1 Linear ........................................................ 2606 }- Z, n3 t1 D! K, X' z. R3 y
9.2.2.2 Non-Linear ................................................ 2659 @9 t, O  L# j" ?/ l3 ]  }. @
9.2.3 Elastomer Material Model Correlation .................... 274
! s/ n: q# x8 }, w  ~/ k9.2.3.1 ASTM 412 Tensile Correlation .................. 274- D) Q0 D; ]. j8 o. r
9.2.3.2 Pure Shear Correlation ............................. 274
, l' D% i7 _9 x4 ^# }5 o4 R9.2.3.3 Bi-Axial Correlation ................................... 275
% e; Q( K( Z; j0 d# p9.2.3.4 Simple Shear Correlation .......................... 276
% G9 T4 e/ A4 c0 e9 W0 J/ _5 @9.3 Terminology and Verification .................................................. 2762 m8 s- n7 T+ m
9.3.1 Terminology ........................................................... 276
6 A9 G5 c, Q+ X9.3.2 Types of FEA Models ............................................ 277
" J$ }/ V8 I1 a  H: y9.3.3 Model Building ....................................................... 278) a& b" S  N# e0 ^( ~7 ?
9.3.3.1 Modeling Hints for Non-Linear FEA .......... 2781 r, d) S- J5 J$ E) P  T6 h  X
9.3.4 Boundary Conditions ............................................. 279) ^. H  e. @& a, F, y( l
9.3.5 Solution ................................................................. 280
4 R( K4 c0 k* h9.3.5.1 Tangent Stiffness ...................................... 280
6 R! O& w* i7 A( u1 }" N9.3.5.2 Newton-Raphson ...................................... 281
: i) u) D$ D# ?3 n  F9.3.5.3 Non-Linear Material Behavior ................... 281
$ k; ~- P4 u2 |9.3.5.4 Visco-Elasticity (See Chapter 4) ............... 281; M; E" |  X# C
9.3.5.5 Model Verification ...................................... 282
8 T* z2 {# R- n7 V9.3.6 Results .................................................................. 282
, L& p5 [0 o" ^9.3.7 Linear Verification .................................................. 283$ f* ]# C: g# H. N( U% ^# @
9.3.8 Classical Verification – Non-Linear ........................ 283
+ X5 g" c) A# G9.4 Example Applications .............................................................. 287
" A. r. q8 g* {1 y6 A9 ?0 }9.4.1 Positive Drive Timing Belt ...................................... 2871 Z2 `; Q# v2 g! C4 x7 ?% @
9.4.2 Dock Fender .......................................................... 2888 a, H8 I" ^7 F  ^' |
9.4.3 Rubber Boot .......................................................... 289- O/ g( C0 l- j) f6 Y4 s
9.4.4 Bumper Design ...................................................... 291
; Z7 R9 ~  K! ]1 a" k9.4.5 Laminated Bearing ................................................. 293
6 W9 H! \) Z9 P3 K0 U% k9.4.6 Down Hole Packer ................................................. 297" ~4 `+ j0 `) B* |; y
9.4.7 Bonded Sandwich Mount ....................................... 297# n  r- A" N4 S: Y+ t
9.4.8 O-Ring ................................................................... 299
* z8 X& i) y* h6 j9.4.9 Elastomer Hose Model .......................................... 301! q) c5 u/ U* l+ V% H7 s, v5 c
9.4.10 Sample Belt ........................................................... 301
- J+ t. i4 [0 H7 W: XReferences ....................................................................................... 304+ y7 `/ \- J! D/ a3 v
10. Tests and Specifications ................................................... 307; [, {0 s9 Y. g! E1 S
10.1 Introduction .............................................................................. 3098 A0 t) Z8 b* e4 s$ h
10.1.1 Standard Test Methods ......................................... 309! z) h% n0 ^) ^, @7 U
10.1.2 Purpose of Testing ................................................. 309: B) V& [9 y5 Y
10.1.3 Test Piece Preparation .......................................... 310& M. U% {! w$ s  J3 H! s& }
10.1.4 Time between Vulcanization and Testing ............... 3102 l  M/ |  g5 ]- P; o: y1 h
10.1.5 Scope of This Chapter ........................................... 310( W+ z! y- J  n7 F
10.2 Measurement of Design Parameters ...................................... 311; g; U% r# ^- r, s3 V
10.2.1 Young’s Modulus ................................................... 311
- Y! L  B2 ^+ G10.2.2 Shear Modulus ...................................................... 313
. U6 X+ n( V& k2 h! V10.2.3 Creep and Stress Relaxation ................................. 315
& j6 r% `# o9 u: f+ U" B  J10.2.3.1 Creep ........................................................ 316
7 b5 O. U* A4 G" r! C# t10.2.3.2 Stress Relaxation ...................................... 316

Engineering with rubber.part6.rar

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