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发表于 2007-1-28 12:33:29
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来自: 中国安徽芜湖
Engineering with Rubber: How to design Rubber Components
Acknowledgments ............................................................................ 33
6 q; F: Z8 ]8 M& d! ?Bibliography ...................................................................................... 33
; Q* Z% O" I1 z* x) u: UProblems .......................................................................................... 34
0 r" R) X# [8 `7 p. N$ S# ?5 GAnswers ............................................................................................ 34. O. ]* _$ l% `6 @
3. Elasticity ............................................................................. 35& h5 q, J" U" b' T2 w) P* N7 _* s
3.1 Introduction .............................................................................. 37* [% {" ?% a: X# f
3.2 Elastic Properties at Small Strains .......................................... 37: U) [, ?! H% }" _
3.2.1 Elastic Constants ................................................... 37
0 I8 F6 c! |" G0 |, n U2 ~3.2.2 Relation between Shear Modulus G and
0 K% e, P4 Z) o% q- }$ h* ~, CComposition ........................................................... 40
' x6 K2 l$ f2 i, H! N% n- y' E2 W3.2.3 Stiffness of Components ........................................ 42$ P$ n1 \+ h* ?" N
3.2.3.1 Choice of Shear Modulus .......................... 42* U, m7 l( ~3 { O9 @, L! f
3.2.3.2 Shear Deformation of Bonded Blocks
) C2 [2 g6 L8 O4 cand Hollow Cylindrical Tubes .................... 42
- X9 S0 ~! ^( q- I9 ]+ T- S3.2.3.3 Small Compressions or Extensions of) _$ v! o! u2 T" c/ f) C2 K( p6 @
Bonded Blocks .......................................... 442 I$ u# C$ ?: k3 ]3 C9 I5 {$ K. H- T
3.2.3.4 Maximum Permitted Loads in
/ B/ w7 p5 ]& g, I( D) kTension and Compression ........................ 46
- v7 x/ ^$ n3 J3.2.3.5 Indentation of Rubber Blocks by Rigid3 q. G8 v) J7 G% o* O; m8 ?
Indentors ................................................... 47
3 {1 j7 p' `; ` I: f, \; R' ~3.2.3.6 Protrusion of Rubber Through a Hole
; n* y# f* V( N8 win a Rigid Plate .......................................... 49, m( ~3 Y* e/ `( `
3.3 Large Deformations ................................................................. 501 E' \9 S6 N% C V
3.3.1 General Theory of Large Elastic7 Y6 A& t+ x3 u8 n
Deformations ......................................................... 50
. D! o# R3 O4 B3.3.2 Stress-Strain Relations in Selected Cases ............. 51
`( O% j6 o0 |& J+ k3.3.2.1 General Relations between Stress: F2 a5 W4 r+ R7 @! j9 P5 B
and Strain .................................................. 51
6 T/ W, q0 l* M, ~3.3.2.2 Simple Extension ...................................... 51
" j; O( @: I6 I) }. K3.3.2.3 Evaluation of the Strain Energy/ Z! p( I* D& J( G( R
Function W ................................................ 52& B! W4 w" a! x# j6 B% Y5 ^ l: M
3.3.2.4 Elastic Behavior of Filled Rubber
9 Y; u' X! S: h( j" \/ I* \Vulcanizates .............................................. 54
. C% |/ Q D; t3.3.2.5 Equi-Biaxial Stretching .............................. 56
8 U; U3 }( I! g) O7 r- q3.3.2.6 Constrained Tension (Pure Shear) ........... 57
: H; b5 r% W; [4 ?3 X3.3.2.7 Inflation of a Spherical Shell
+ W- c- A, Y- s(Balloon) .................................................... 58
) I7 j0 t9 a0 I3 f: u# g9 U3.3.2.8 Inflation of a Spherical Cavity .................... 59
3 x6 J) r' T; c" E; t g% ~3.3.3 Second-Order Stresses ......................................... 60; g) @6 n, [0 D. g. p0 d$ G
3.3.3.1 Simple Shear ............................................. 60, i5 A, f) _* e* n" I: w
3.3.3.2 Torsion ...................................................... 62
( ]* |( V0 v. ^9 ?0 g3.4 Molecular Theory of Rubber Elasticity .................................... 634 W0 g4 V( \! _5 m9 n0 s! i! E0 m( Z9 ~: R
3.4.1 Elastic Behavior of a Single Molecular. B6 w* h; {( j& K4 H/ T
Strand .................................................................... 631 f7 E. s0 R& t
3.4.2 Elasticity of a Molecular Network ........................... 64- I& h8 k; I3 b: i. R
3.4.3 Effective Density of Network Strands ..................... 66
% Y7 S( b3 `: o5 a& [ n+ h3.4.4 The Second Term in the Strain Energy
2 e+ l+ S) ]# |Function ................................................................. 66/ Z7 p) I* \# Z% H& B8 L1 D& z
3.4.5 Concluding Remarks on Molecular Theories .......... 68* h, q: _) B2 Y! B+ z* T
Acknowledgments ............................................................................ 684 j, t1 P# K, o! {! F$ |
References ....................................................................................... 686 h4 ~+ Z5 x# k' j
Problems .......................................................................................... 70. g Q/ }. R5 @ ^
Answers to Selected Problems ........................................................ 70
# P7 k; H5 p/ l, J: j W' V$ Y4 C4. Dynamic Mechanical Properties ....................................... 73
+ z0 w* f( X9 c# P4 w( z: B; v4.1 Introduction .............................................................................. 743 K' S) n0 J8 ~5 y5 {0 u: Z
4.2 Viscoelasticity .......................................................................... 74
( k/ F( ~6 a- v) \6 Z/ ?3 b! j4.3 Dynamic Experiments ............................................................. 78- Y7 M0 e" \, J) @- _! \5 c9 k
4.4 Energy Considerations ............................................................ 82
& [0 F9 b" F0 Z0 L) A3 j3 O4.5 Motion of a Suspended Mass ................................................. 82* k: g, g( n, b& ?) W N# [9 q
4.6 Experimental Techniques ....................................................... 87
! Y' u- |! d6 A( g+ l* u$ W4.6.1 Forced Nonresonance Vibration ............................ 87 |
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