|
楼主 |
发表于 2007-1-28 13:05:04
|
显示全部楼层
Engineering with Rubber: How to design Rubber Components
6.4.3.4 Static Strain/Stress .................................... 1528 D2 z6 D6 f O" w3 w
6.5 Material Variables and Their Effect on Fatigue Crack! V1 d8 _; K& q) `; [. a0 S
Growth ..................................................................................... 154" j, X/ |8 ?3 D- u5 T& J5 t
6.5.1 Reinforcing Fillers and Compound Modulus ........... 154
9 b( s% R& A) H+ c1 ?! x6.5.2 Elastomer Type ..................................................... 1561 K* W2 m: }( }: ?: U( G9 R
6.5.3 Vulcanizing System ............................................... 1575 U, ]3 y- L6 H3 U* S
6.6 Fatigue and Crack Growth of Rubber under Biaxial1 _" S( W/ V- _+ g
Stresses .................................................................................. 1582 H8 f& `/ f: v* q9 g( @
6.7 Fatigue in Rubber Composites ............................................... 159
2 Y0 H! R) B: M- z+ \! s+ K6.7.1 Effect of Wires, Cords, and Their Spacing on7 B% ~8 L) j$ k
Fatigue Crack Propagation .................................... 160
: \ v! E8 A4 _: H6.7.2 Effect of Minimum Strain or Stress ......................... 160
, Z# U7 v6 L; \" W6 D( h6.7.3 Comparison of S-N Curve and Fatigue Crack$ |1 ?* ~5 z! F
Propagation Constants for Rubber-Wire! |% m3 T5 J$ G( N- `
Composites ............................................................ 163; P1 C f5 M+ p e0 M% p6 f
6.7.4 Fatigue of Two-Ply Rubber-Cord Laminates .......... 164
_8 u$ Z8 e4 e, \6.8 Fatigue Cracking of Rubber in Compression and Shear0 m: L& P7 i# W" V0 W
Applications ............................................................................. 165
/ ? F( u' f' D$ A9 f6.8.1 Crack Growth in Compression ............................... 165
5 g2 M% Z" [- m/ A3 ]6.8.2 Crack Growth in Shear .......................................... 167
3 R0 B, l" }6 [0 N5 C) G9 J6.9 Environmental Effects ............................................................. 168
% k8 J# V C8 {6 i* _8 V; I+ |' Y6.10 Modeling and Life Predictions of Elastomeric
$ z8 r! C7 r* P1 h+ p0 {Components ............................................................................ 1698 M* S! M8 J" f1 O7 N& N
6.11 Fatigue Crack Propagation in Thermoplastic* ^0 O/ t% h/ `
Elastomers .............................................................................. 170
( v9 e7 x2 s ]: K6.12 Durability of Thermoplastic Elastomers .................................. 170
6 g7 C5 D1 H5 h! s; b6.13 Summary ................................................................................. 172 C$ O$ `5 Z# O! [- p) k- U
Acknowledgments ............................................................................ 173% }( l5 {' \. U5 R5 u$ y& t( ]
References ....................................................................................... 173
. V( r7 l, x1 H+ z. ~" ^Problems .......................................................................................... 174 e+ S/ {4 e) ^0 i. B: c" M: e
Answers ............................................................................................ 175
+ M9 K2 B' M1 ]: {1 g) Y7. Durability ............................................................................ 177, F! m1 }4 n1 h( P M' Z$ j
7.1 Introduction .............................................................................. 179
; r5 `9 a$ N Y$ \6 b; w* a! O7.2 Creep, Stress Relaxation, and Set ......................................... 1808 a- A' F+ Z& k# w; d" C
7.2.1 Creep ..................................................................... 1810 d: i, S6 b2 `
7.2.2 Stress Relaxation .................................................. 181
2 U1 `- e7 \) p- y7.2.3 Physical Relaxation ............................................... 1828 K% d6 o% v: @! v4 x4 U
7.2.4 Chemical Relaxation .............................................. 1838 k2 v1 E" a3 \, W% y
7.2.5 Compression Set and Recovery ............................ 1840 Y) Y/ [) \3 P! D
7.2.6 Case Study ............................................................ 185
" N+ w0 ?9 v- ~+ b% P+ v) w7.3 Longevity of Elastomers in Air ................................................ 186# s3 q; p. H% v$ ^1 ^, n+ A
7.3.1 Durability at Ambient Temperatures ....................... 1866 [) r! e3 D, B: [) N( r* V; D% N6 u
7.3.2 Sunlight and Weathering ....................................... 186
* Q$ [; W2 n( A- n: s( @ q( D7.3.3 Ozone Cracking ..................................................... 187
8 [$ Q3 q \4 j+ _7.3.4 Structural Bearings: Case Studies ......................... 187
' B) r* A6 T6 S& H: \( V7.3.4.1 Natural Rubber Pads on a Rail; u( @" h) F1 {' X
Viaduct after 100 Years of Service ............ 1877 j1 k) s2 j% x l, ~+ H
7.3.4.2 Laminated Bridge Bearings after 20
. i8 E& @4 H6 N' D0 \2 DYears of Service ........................................ 1891 q4 O. ?/ O9 E" q* Z
7.4 Effect of Low Temperatures .................................................... 192! o- ^" p8 A% Z' W
7.4.1 Glass Transition ..................................................... 1922 d5 b) z! O/ ]' t
7.4.2 Crystallization ........................................................ 1927 U5 F3 |% \6 y/ I
7.4.3 Reversibility of Low Temperature Effects ............... 193
8 C7 Z! Y, ~3 P9 ?3 x7.5 Effect of Elevated Temperatures ............................................ 193
$ N" V. X8 A! j, p8 y" L. R4 Z7.6 Effect of Fluid Environments ................................................... 195. {, T- z$ ]. p$ j9 F
7.6.1 Aqueous Liquids .................................................... 199
4 n* ~. y& c( c' N- i7.6.2 Hydrocarbon Liquids .............................................. 201* W' t9 b, T5 n0 q. |6 @% G
7.6.3 Hydrocarbon and Other Gases .............................. 203) N7 A9 Y6 O$ E4 g- V1 r
7.6.4 Effects of Temperature and Chemical
5 ?$ c, M2 l' `* U8 c+ EAttack .................................................................... 2076 X% z# Y2 N+ I# w8 R& K
7.6.5 Effect of Radiation ................................................. 209 |
|