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发表于 2007-1-28 13:05:04
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来自: 中国安徽芜湖
Engineering with Rubber: How to design Rubber Components
6.4.3.4 Static Strain/Stress .................................... 152
6 @" u8 E2 a( E- [9 i1 B. z6.5 Material Variables and Their Effect on Fatigue Crack# t% ]; o8 k1 P' b% h" b7 l
Growth ..................................................................................... 1548 }, A; l3 v( D, v6 {0 z" G
6.5.1 Reinforcing Fillers and Compound Modulus ........... 154
) [! M) Y! p7 P G$ n8 D# l6.5.2 Elastomer Type ..................................................... 156
3 Y" s* `5 z* d& i9 u2 f }6.5.3 Vulcanizing System ............................................... 157
: z# ^6 o5 F4 {+ g% x+ u+ W8 v6.6 Fatigue and Crack Growth of Rubber under Biaxial
, j, Z! `* s- L9 HStresses .................................................................................. 158
! [8 t* _, j* b2 ]6.7 Fatigue in Rubber Composites ............................................... 1596 ~8 }2 ^- y- v$ [ f
6.7.1 Effect of Wires, Cords, and Their Spacing on* a1 ]1 z. V6 i" B. k
Fatigue Crack Propagation .................................... 160
: A% j9 b" f: ]3 k9 G- W2 |! {1 T7 h6.7.2 Effect of Minimum Strain or Stress ......................... 160
+ P1 ~/ p% n% z/ z0 s$ u& n6.7.3 Comparison of S-N Curve and Fatigue Crack
( R$ x) F6 X1 H" _Propagation Constants for Rubber-Wire
$ g1 Y% W+ q& U P8 u% oComposites ............................................................ 163- r% q4 w1 Y" M! f! J& z; \1 U
6.7.4 Fatigue of Two-Ply Rubber-Cord Laminates .......... 164# [8 @- r. h8 O$ q3 ]% q9 A! `. d% H
6.8 Fatigue Cracking of Rubber in Compression and Shear
# Q {. y6 g/ X3 S, q V+ dApplications ............................................................................. 165. ]. o8 @0 @7 w
6.8.1 Crack Growth in Compression ............................... 165
) l5 n: F8 {( w& c- Z6.8.2 Crack Growth in Shear .......................................... 167, o! S1 v4 @( U, Q/ M2 B6 @' E( c
6.9 Environmental Effects ............................................................. 168
* T s/ y( a/ n ^6.10 Modeling and Life Predictions of Elastomeric8 O+ N0 [) |. z1 v: P2 g
Components ............................................................................ 169
\& S; O- ~& w) f3 F6 N6.11 Fatigue Crack Propagation in Thermoplastic* i8 A6 B: B, E3 V5 S$ N5 o
Elastomers .............................................................................. 170
8 r/ o) [: x* S1 |/ e d. B6.12 Durability of Thermoplastic Elastomers .................................. 170$ ~& X( ~# e* }6 q+ c* y5 F
6.13 Summary ................................................................................. 172
1 b) I" `& K9 M6 lAcknowledgments ............................................................................ 1736 t6 ~1 a7 @" e9 w5 {" u
References ....................................................................................... 173$ \2 P e3 o( y4 {* y
Problems .......................................................................................... 1741 ^' V1 y5 @1 s" V+ R& X8 V% s; r+ }
Answers ............................................................................................ 175
) P5 _3 Y/ d+ l7. Durability ............................................................................ 177
. u$ }* [0 p' x7.1 Introduction .............................................................................. 179
' d, j. Z! }) T& }# @7.2 Creep, Stress Relaxation, and Set ......................................... 180! y z% N" a% z& q" g" t
7.2.1 Creep ..................................................................... 181* D! v! A% A0 g
7.2.2 Stress Relaxation .................................................. 181$ n" @" \! J, {6 F. a3 G8 @6 u: [
7.2.3 Physical Relaxation ............................................... 182
% b1 G6 }' F* N5 W7.2.4 Chemical Relaxation .............................................. 183
; ~% k, k- z! Y4 M9 K; ]% @( b) J7.2.5 Compression Set and Recovery ............................ 184
0 p" m, R7 }# p" V7.2.6 Case Study ............................................................ 185
* ]$ i( |9 p$ j% ~7.3 Longevity of Elastomers in Air ................................................ 186/ ?# j+ x: X0 b; X( v8 M a6 F
7.3.1 Durability at Ambient Temperatures ....................... 1860 `) j) q, J7 q8 ?) U3 u
7.3.2 Sunlight and Weathering ....................................... 186$ o% g/ f# t: k2 ?! Y0 x' {
7.3.3 Ozone Cracking ..................................................... 187* j3 K4 z5 w5 S* K7 l: |
7.3.4 Structural Bearings: Case Studies ......................... 187+ c, B. N7 [, z2 s0 ^5 c. A3 Y+ L
7.3.4.1 Natural Rubber Pads on a Rail
. F1 o2 p: C4 h: s' ?+ ~Viaduct after 100 Years of Service ............ 187
- f' Z, k' |% \ h- D6 w7.3.4.2 Laminated Bridge Bearings after 20
9 s& b4 Q. ^# h6 R9 cYears of Service ........................................ 189
5 M! v, s% {5 Y) @3 H; e7.4 Effect of Low Temperatures .................................................... 192# p. H' F& K1 Q; O: I) l
7.4.1 Glass Transition ..................................................... 1927 @+ C* c9 P* ?* t# z( Q& r
7.4.2 Crystallization ........................................................ 192
. G; e4 z! P& o% i5 V6 T3 G: h7.4.3 Reversibility of Low Temperature Effects ............... 193
+ N6 Z; W) ^7 U j7.5 Effect of Elevated Temperatures ............................................ 193
$ p* y& o6 y. q) N" a2 N7.6 Effect of Fluid Environments ................................................... 195
' l# S8 Z. m/ g% v7.6.1 Aqueous Liquids .................................................... 199; u( p6 O4 ]7 \
7.6.2 Hydrocarbon Liquids .............................................. 201- h, t' D. H6 Y+ J6 g: v% |, R
7.6.3 Hydrocarbon and Other Gases .............................. 203
% n( l: Y6 b9 |9 S8 u- C7.6.4 Effects of Temperature and Chemical( s! U/ ~2 \# F7 A- j
Attack .................................................................... 207
0 I+ {/ f1 O4 s) Z- Q8 Z3 Y7.6.5 Effect of Radiation ................................................. 209 |
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