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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 ............................................................................ 333 q" Y: {! d0 t5 W4 _0 v
Bibliography ...................................................................................... 33" `+ ]: \0 K) a! {
Problems .......................................................................................... 34: Z( N, h& |8 z
Answers ............................................................................................ 34
6 n3 U+ F* G& ]3. Elasticity ............................................................................. 354 q+ i, B, ]6 v% Q, r, P& Z8 B. @
3.1 Introduction .............................................................................. 37" O" w1 Q/ n& |* U7 N
3.2 Elastic Properties at Small Strains .......................................... 370 _* d5 u1 P; d" k; M7 j8 Z
3.2.1 Elastic Constants ................................................... 37
* a# D( i, Q, K0 d1 r3.2.2 Relation between Shear Modulus G and
8 k$ k! B( a. U. m- C9 F6 E7 L7 uComposition ........................................................... 403 }/ T% R( N0 _2 ?$ U" m
3.2.3 Stiffness of Components ........................................ 42. @0 L6 x! m" S# q9 g
3.2.3.1 Choice of Shear Modulus .......................... 42: V9 [+ V7 v, s0 p9 O
3.2.3.2 Shear Deformation of Bonded Blocks, J# x5 M- {3 v% o2 Y# O
and Hollow Cylindrical Tubes .................... 428 \/ Q" q* ^2 u+ M, `7 i6 d
3.2.3.3 Small Compressions or Extensions of5 w" s6 |( T6 O7 E0 ^0 [4 \6 {
Bonded Blocks .......................................... 44
1 c, z" H$ d9 S0 H2 J3 X3.2.3.4 Maximum Permitted Loads in
$ A) H1 g! s' s6 j5 ]( fTension and Compression ........................ 461 b0 D; g* B8 O- m/ f ?
3.2.3.5 Indentation of Rubber Blocks by Rigid7 ~! q& A( G1 `0 D4 {1 ]. Z% c
Indentors ................................................... 47
' T8 Y1 r# D3 c! F6 f7 z" i0 P3.2.3.6 Protrusion of Rubber Through a Hole Q& B& Y9 F$ I2 @+ P+ T8 r. x2 i
in a Rigid Plate .......................................... 49
, Z; O0 y+ Q0 D: u) s; D3.3 Large Deformations ................................................................. 50
, q! a) T1 o% q2 d$ b( W. e- u3.3.1 General Theory of Large Elastic5 q- h! N l, k
Deformations ......................................................... 50
8 E& G! @+ P6 C, ~ J$ a7 k3.3.2 Stress-Strain Relations in Selected Cases ............. 51' p. x W6 X$ S: b9 @# o
3.3.2.1 General Relations between Stress
4 _2 @2 D- W+ v8 s& h4 W7 Cand Strain .................................................. 51
; a/ {. l/ Q! q; t2 M3.3.2.2 Simple Extension ...................................... 51
5 @' L* t. h* I, }. q3.3.2.3 Evaluation of the Strain Energy! n+ c( d! O2 b( P; R( Y
Function W ................................................ 52
" u" U; R2 F: n9 l2 d3.3.2.4 Elastic Behavior of Filled Rubber# |& U" a1 K, d$ J% x( H% b
Vulcanizates .............................................. 54
& S- x' T- `/ w! t# K: q% ~3.3.2.5 Equi-Biaxial Stretching .............................. 56
$ Q; }' x0 e5 N3 D( s% }- p5 t2 R! q3.3.2.6 Constrained Tension (Pure Shear) ........... 57! y6 m& K- v2 Q" ~
3.3.2.7 Inflation of a Spherical Shell
% L/ k, P t* f, X3 f2 [(Balloon) .................................................... 58, [6 w& W2 U8 \9 E2 N6 v* x
3.3.2.8 Inflation of a Spherical Cavity .................... 59
0 ?$ R# |& w1 ?1 M! E" U3.3.3 Second-Order Stresses ......................................... 60
$ ~2 l, q( u" w2 R1 F- _/ ^4 W3.3.3.1 Simple Shear ............................................. 60
9 {% W& m5 g- l, t, m3.3.3.2 Torsion ...................................................... 62% L+ U, Z9 E" Q0 N- x2 I j
3.4 Molecular Theory of Rubber Elasticity .................................... 63
) `% C. C/ ~. ~4 O2 J' f3.4.1 Elastic Behavior of a Single Molecular0 c* O0 v6 d; J- K0 ]% {
Strand .................................................................... 63: \# m/ @3 r- }5 x/ H5 i
3.4.2 Elasticity of a Molecular Network ........................... 64) t' x, J9 O! H
3.4.3 Effective Density of Network Strands ..................... 66
" |3 @- d# c. Z1 w. G. H3.4.4 The Second Term in the Strain Energy; g6 {1 E! l& q$ N' J9 X' \/ h
Function ................................................................. 66
: C1 ~3 S( e4 x2 x5 F2 x, [# y' |& s3.4.5 Concluding Remarks on Molecular Theories .......... 68
0 o: ]' E' V6 N0 T5 t/ c: }Acknowledgments ............................................................................ 68
0 ], E# [% X" @9 l( b; P# v" L) MReferences ....................................................................................... 68# F% T& p0 a: ~ u' Z1 a* G1 c
Problems .......................................................................................... 70& O+ j# F2 V! ^- P, g7 l
Answers to Selected Problems ........................................................ 70
; [& a+ X6 D& W+ W, B6 w( _4. Dynamic Mechanical Properties ....................................... 73- p% M2 Z" ^. Z8 r. ?' G, c
4.1 Introduction .............................................................................. 74" n# k ] j/ D0 @1 }, D
4.2 Viscoelasticity .......................................................................... 74
0 ]2 d+ E, n% I$ _& e2 u& m4.3 Dynamic Experiments ............................................................. 78
- z j. {+ q! }! o2 u3 w4.4 Energy Considerations ............................................................ 82
& J R3 s# Q) i2 z' P4.5 Motion of a Suspended Mass ................................................. 82; a) p& S3 H) ?0 S$ J9 ?
4.6 Experimental Techniques ....................................................... 87
& @0 w4 V" k% `% u/ m) k4.6.1 Forced Nonresonance Vibration ............................ 87 |
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