|
|
发表于 2011-10-29 20:58:53
|
显示全部楼层
Meehanite Flake Graphite Types" _9 f7 k; ?+ n, s
) E% l1 G2 c6 k: b+ R
PROPERTY
$ }+ u+ T& a K. V- r2 {8 o; N TYPE
7 [% Y+ z6 n+ F. A+ L/ F; H- vAQ
3 U0 x# t; ?; | TYPE1 Q- P6 ^0 q% L& x9 Q
GM-60
3 b: I7 i9 b/ R4 K B5 s TYPE
7 d7 ?( t$ a. aGA-50
" ]+ u6 c$ O7 D; ]6 H0 U TYPE
6 N6 S, X& ^& b9 CGC-40( @6 }, }$ U* a: q, `
TYPE
: Z# }+ l/ I- { EGE-302 O3 T9 U3 }/ b, @4 d
TYPE
" Y6 H& ~; S# R7 k0 ~' ?: }1 O! F" SGF-20
6 h5 k- [$ v9 _. i/ h# s! U7 m3 m
& @* b# |+ q- Q8 }( C }Tensile Strength-psi" Z+ H7 s$ R# E! ^
50/65,000
6 q5 F1 {1 K: {7 L! m2 H" S' `) Z 60,000
6 p% M k! {* c# F* n 50,000
/ ?9 O2 ]& j) n N; s$ D K) E 40,0004 F( a$ Q6 |; v4 W$ N
30,000
9 w* ^6 `6 c, C5 j: C* P 20,000" y6 C; f( \6 |8 M) J4 }. O% E8 B* v0 S. ^
$ g- C: Y: s3 M% J; z& | B+ G
Proportional Limit-psi6 n" x& }2 z" q5 F+ |0 C
.01% permanent set$ X. ?- }* w5 c5 y; Q
25,0002 ~; ~ B( u, ?' i
25,000
; f* V1 t) ]8 t, J8 f; k, r8 y0 h 22,000
$ A$ i! m W6 e/ z) L r 14,5000 ~" H" m: A7 F8 ~
11,500 r% D2 Y% F$ T( N* X6 P
9,500
- t n. w$ `$ a. J) K \( J) D; z. u1 f7 P1 {
Modulus of Elasticity-psi
/ P9 q7 p3 Q: G 22,000,000
! R! r8 D9 c7 r, e _8 x( O& D) o 21,500,000
9 O5 B9 _, ~0 n5 N' f! y 20,000,000; L! y4 b' e. ?; i
16,500,000
1 |4 y& r( Y6 Z- J 13,000,0001 j/ x. Q f7 l4 C# U
9,000,0008 c6 r9 W5 V" f0 n
5 e; L0 T- K( EModulus of Rigidity-psi
m' g2 R6 s, A, a; v 9,500,0004 a- z7 D+ j* |" i' u5 }
9,500,000
* g" g0 N' q/ i( R5 D 8,750,000
! c0 O+ ]) W8 ?3 w- l9 X 7,250,000
/ F% P2 Z( ]8 g/ e+ l: d# w4 q3 ? 5,550,000
* W0 x* u' K4 k; G8 O 4,000,000
! ]7 u$ y) K: ]
% _) o6 {2 \3 p. x' o/ G0 [Poisson's Ratio: r6 u$ G/ H7 d) N" Z0 D* W
0.33
. I1 A9 f9 o- ?9 I 0.33
' b1 n' b2 w' z+ u' P" | 0.32; y6 Z, x* }7 F U
0.30- {& K# D4 D; z
0.27- m7 ~8 r1 i, s0 g8 e: k# k. R
0.24% W0 \# P9 c& C# p! u5 X U
3 c, L/ [* [7 Q' uModulus of Rupture-psi
+ h4 G! i6 \, s I( ]9 u 93,000! v3 U, E% M+ Z2 e# v! R
93,0003 M( h9 M7 B* K( X# H5 q/ G
90,0003 M- X# g& U( [6 B
80,000
0 c9 A* s, e K" J$ E: J) m2 a 61,000' _$ s0 z2 L. D" b
41,000' B8 J, |* D! e- |" J
: u! s( ` u- j2 p: h/ eCompression Strength-psi3 L B h" n U' y5 B) I
200,0001 q7 e0 Z0 f2 t0 }" O I& y: K
200,0000 t& ~- J) Y8 B* S% i& b
180,000
7 @9 H; l& S" q 150,0001 T6 u# u( z' P0 e7 y. c- j
120,000& R! V2 h* V: S
90,000
2 P- d) H& u7 l {* r
9 t$ d6 a4 H1 |2 z( kFatigue Strength-psi
. d9 q$ }/ g8 J2 U k; c, x9 b0 I 30,000% D( Q+ q; K6 }& H
25,0005 q3 Z C2 H7 ]+ X6 t
22,000
) w& \9 S$ o- B5 ?1 K 17,500
, w8 O/ L) ~3 y7 \% q, Q 13,500" h4 ] D5 O8 i! y5 P
11,0000 r$ m& k6 S! {$ U. H5 p/ h6 d
! s* y& d* d- Z; O+ a
Shear Strength-psi1 {* I% W/ ?) Y. ^% K
2 c7 F1 ^) K9 W8 T1 u 53,000+ W: c% t1 F- \$ A. ?7 p& P, T/ D) G
50,000
/ c0 n9 n g2 Q" h. U 40,000
1 q6 z5 i* F2 k. g* g 30,000
~; ]) K" {! ^( ~9 c# i4 o6 p 21,550( K/ W& S9 G& [/ c% K
: I; ^; s$ U; @5 @/ o3 t) }" HSingle Impact-Izod
& v: H. a* N z" `' K$ F" ~: O H (0.798")
; r$ |$ x$ E3 I% A# V) VDia. Unnotched Bar& ^' b! u6 L/ Q* j- ~$ `3 I
30-408 I$ i% C( d S u
30-40, O$ o) u6 _3 o ^: E2 e, f
25-35
. r6 K: y+ M" R 12-20
' q3 `1 h) D* T0 V8 b. N 6-128 I B0 {. ? W- t4 _+ t) B& z+ I) O+ Q
4-98 Y; r: w; Z0 w, J e0 [& d' ]) P
4 Q9 x, q6 r$ d1 M9 C$ hBrinell Hardness (Nominal)& j( N; A+ E$ y4 P3 B
280-550" v* x7 U: ?3 t
230. S6 c# }6 c6 n& n4 K
220
; U3 o0 C3 \1 H# U! ?0 N 190
/ Y/ M$ Y2 y$ z* o1 ^: A" ]" ] up to 1601 T) Q$ ~+ w$ c+ p8 B/ o
1504 I! y: I8 X; y" p, h
! d. N3 \5 E5 X3 e+ RMachinability Rating (Dalcher)5 o2 y m4 x5 @; w7 C
52
9 L5 X2 q: H3 v2 _( l4 O 50* r! Y4 v1 X9 I9 v0 U$ S9 b( w
48
# y* T" g; r3 L; }3 i; | 47
; A$ H/ x1 m* U5 R0 b 38
: Q5 \3 s% [& A 30% W8 v0 \; X- P2 h; v
( z }7 z ^8 |2 VThermal Conductivity& A0 v. m! p& C
50-450 °F. BTU/Hr/Sq.6 W3 s" n* p/ T7 w) q
Ft./Inch Thickness/&°F: S- t4 N7 ~' I/ k
$ ]8 L- b$ b$ R( S
355
' A: i) c6 E) e0 ~+ L8 C9 R 350
$ X: o' Y* T5 ?/ _ b1 P 325
* x6 N5 {% i8 |* P) M' b' O 290
, n6 V: U9 y1 A1 K0 s/ H ---3 O4 R6 z1 m, E
0 L+ I6 v* Y0 K+ u: ~Coefficient of Thermal- C; J& I7 T7 r. ^' W/ W
Expansion Per °F. from
) d. O5 y5 x" ^. c2 \' E! M, @100 deg to 1000 °F.
' i$ t8 S' k" H) N .000006753 q# @5 x- @1 d& n9 f/ W- x: J
.00000705
/ ]" q& O' M. r .00000620/ P$ z0 j. R p% r
.00000660
7 Z% Z; i$ ?" [* ]8 X6 ]0 z .00000690
- p# ?) d2 S# [% ~0 `& ] ---, c" o% O- _: q8 @8 K- p
* n) A0 Y, F1 O6 U
Specific Gravity
( z* L# Z# m0 c( K; |+ s p8 i 7.34
0 k4 ~' S" d+ U 7.34" i' n' x! r' ^1 h
7.31
! `5 b# N) h) q6 R$ s 7.25
- _2 _1 W5 W2 K4 |5 y- | w 7.06 z8 a$ k* V2 S8 q4 q6 O
6.80# P( r& S. G% S& @" y
$ L% _3 Z/ n! n1 K5 Y$ ` I
Solid Contraction
; c. }0 w' ]- b7 q(Patternmaker's Shrinkage)
6 `9 {0 d2 U, `* F% V8 X5 R7 D' ] 5/32"-6/32"- ]' N- I9 r/ \0 \6 O2 o
per ft.
4 t1 `) a: b8 B(1.3-1.5%)/ W9 m, O; m+ P$ ?0 K) A
5/32"-6/32": d# y9 x% t6 f4 T/ `, \: y0 L
per ft.# A, m e0 C; p9 y
(1.3-1.5%)
% b' b+ d/ F- Q$ V1 W6 e8 Y* \3 k 5/32"-6/32"
/ `9 Z3 M) A- c- ?8 xper ft./ j& r# V3 m |7 Y T( j0 G! C
(1.3-1.5%)
5 k7 d E6 v$ i- ^) p 4/32"-5/32"
9 d" j% e+ i2 w3 iper ft.! ^9 e5 v9 V7 X9 P
(1.0-1.3%)0 Z, [( J$ ^! G: j T
1/10"-1/8"
' T4 |$ h' {- aper ft.
- K5 U0 n `6 L5 ~7 a(0.8-1.0%)
* p5 i5 i4 G: N# U7 C+ T+ m! j
1 `- M" {9 R: N# e- X1/10"8 Q: G G& X& D' u/ r3 L, n
(0.8%) |
|