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发表于 2011-10-29 20:58:53
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Meehanite Flake Graphite Types
9 [ p: \ b& o* D& M
[, G: i9 ]4 DPROPERTY
& y& ?4 x. s& t, v% I TYPE
+ o+ j; {5 O% P! L+ j2 j, P0 BAQ
2 m9 M5 `3 `2 N, y0 n' H% P- k* ^ TYPE
' S) P" N1 V0 e. O/ cGM-60- \4 A, K L D% v' d
TYPE8 g3 s$ n# s& _' T! m
GA-50
/ t5 L: g4 S( p, r+ ?" g( l! N TYPE2 B P0 Z, i6 K* X2 m7 C2 k
GC-401 z9 \% r C0 M+ v8 `
TYPE
: k$ |# D1 i. ?6 F7 WGE-30# }9 U E' ^( W3 t9 ~+ u' h$ T' b
TYPE
( O3 [! L3 J) S) T {) @7 XGF-20
! J! E4 q \; r' z7 x3 V7 E3 G; Q % m$ }& U' c1 g2 _) E! k7 A
Tensile Strength-psi( ?$ n5 t a8 y
50/65,000
+ v; z. j8 U, O: M5 W 60,000, @: _, i9 Z. a( a, N0 C( S
50,000
9 \, S6 c' A) E4 I! F2 } 40,000" x# m! B. S) y! |" o" Y% L
30,000
& i$ s) {3 n% p b( |2 u/ j, K4 | 20,0004 _* Q& U( \2 f+ {
. {. K' a# Z3 J3 @
Proportional Limit-psi
/ U7 I8 m8 A7 e* R3 ~" Z; v.01% permanent set
9 s3 L8 F$ ?6 h3 d9 s 25,000
' [. ]' o8 B& K 25,000, d. V( O& v3 t* K6 ^! O# p
22,000
, ~+ ] @# u9 f, k% k) @9 h+ q& Q3 H 14,500
. D/ e' N# h- Q( ~: ^ 11,500
& u3 f$ x, g' S 9,500
7 z. E( Z1 A. Q% \% _2 [ h
7 E8 m& Z+ K3 JModulus of Elasticity-psi- ^- K0 ~ }2 y6 u
22,000,000
1 C' V9 z% e! ^5 n 21,500,000
3 P& G0 W% k! [% ]. T3 | 20,000,0009 ~: P% M: r. j
16,500,000
. N/ h4 t8 n& Q, Q; @ 13,000,000; w& C" P" I$ y
9,000,000 O A( c( Y$ e$ H: H
* Y% M9 a+ w" C3 u; Q
Modulus of Rigidity-psi
) L! i1 \% i& F$ g9 R 9,500,000
5 D2 m4 @* N4 M1 H% H2 X 9,500,000( { i0 [# W2 b; ?, x y
8,750,000
" ]; v& z- l/ C 7,250,000
$ G* |0 E% j/ X) m/ | 5,550,000
; M$ f7 e! `1 m! X8 h! C+ t 4,000,0001 Y9 x1 H5 n! K" m5 B3 M
4 v3 U( y2 Y1 Y3 _) \# [
Poisson's Ratio
" C3 d; u. C6 ` p; ~- ` 0.33) A/ T% V2 ]/ \$ y
0.33 f) a8 P5 O- [2 x
0.323 p" E# g5 T& N5 s, T
0.30
9 z/ j a# s. b 0.27
' s/ x/ f3 ~7 U9 I5 F0 u3 t 0.24( ^- E5 ?$ G4 N) ~ a
2 T6 A: }8 k( oModulus of Rupture-psi
+ ]. u% n! b5 t. B; K3 m% l: W 93,000" F& |4 Y1 x" K5 H* l- S3 O
93,000
! @( f2 N; `* |- S1 f 90,000
! D [0 q7 s# X% D7 s& r) U M 80,000" E, O) ?; H" F: u: F
61,000: p& z3 ~ _& P5 J1 @3 e* N
41,000
2 R# f; a {" J: q; A; Z2 N: b 0 o% h, _1 \! H' n' i: g# \! }8 H
Compression Strength-psi
* J+ c$ K$ h$ G7 i" j, s4 T 200,000
! m5 d% }5 c& V1 \! ` E5 Q) E o 200,000# \2 a! v: f; B6 n( m
180,000
4 }+ g* F/ S+ U2 Z- w4 ~. F 150,000
9 b$ n1 c' B* A) w 120,000- X. G, n. g5 x! d
90,000) {% k1 O: a/ L4 `6 {( V$ X
~: C8 U+ i) ]4 J7 V0 E! z! e
Fatigue Strength-psi$ a' m* ~2 q7 s; H* ?+ U0 G
30,000
5 [8 ~9 J1 N7 c4 N5 }9 A, B$ j5 _ 25,000
8 C: m$ [( S/ I# X- @& ^# N 22,000 K# q( s% c! G, j1 N" x8 q
17,500! k6 Q9 o! F3 z( i2 ^5 W' Z
13,500$ X; ~" e3 Y; y( k) h* _
11,000
5 n5 [( Q" _; a * z u; l; p# ^2 Y( a3 c
Shear Strength-psi, n3 U( n+ [5 X9 K
! Q# C d; X: I* Y( X a% H 53,000
1 E b% K: K1 s9 P9 W- r' ^$ S 50,000* R0 |) |* o4 j* }4 T2 E
40,000
+ @8 {( N3 s- C1 Q& a+ N+ t% G/ Q 30,000% u0 Y/ C1 I; ~$ ^
21,550
4 t3 k' A' `& _( d. q6 l6 W
" X) ]' [2 m9 M. q; [5 gSingle Impact-Izod& E) f7 x! y2 F) e5 U3 k( }
(0.798")
7 f3 U7 ^$ i# |9 A% ?" WDia. Unnotched Bar; K( w. ]# ^7 Y. x) ]8 N
30-40* o2 q2 x+ o/ I" I" u/ c
30-40, i0 |! K0 Y+ o- }& u" \5 W0 Q
25-35* `" f2 l8 @# S- F( _0 K8 S
12-20$ ~1 j, s9 X) a& x- N3 O: C
6-12
% X; J# K+ L( H& O, b+ } 4-96 ?# U# \0 Q5 Q2 u# C4 E: @; z
8 [0 u9 I. Z1 `- H
Brinell Hardness (Nominal)7 Q. w6 i) i6 A. D8 l
280-550) m# V- H. X. t
230
* B- O; n+ j2 E2 N7 q 220
T/ r9 X9 O; [ 190
& l8 u* ~: T$ D P' Q# y4 y* j/ z% C up to 160
4 `6 u# H% \. y 150
% H. [, u0 s ?
* M! n9 N- ~% @2 y# E; r. {Machinability Rating (Dalcher)
+ R0 e5 |9 X$ r9 h" f- y& g 52# P: V) v3 G- B0 K$ g3 R7 k Q7 E
50
" S0 E+ ~' \5 ~' p8 o 48
1 E; U. w; ?5 c0 h$ p 47
6 c7 m/ c5 d. k 38
- l6 \- J H' z8 w4 g1 I5 J0 t' P 30. G7 d; f, W$ ?% ~* n/ h+ A
) ~# l9 u$ h' `0 V
Thermal Conductivity
" ?+ R& `& @+ v50-450 °F. BTU/Hr/Sq.
% {. E% k! ]4 dFt./Inch Thickness/&°F% Y+ F! n, d7 o/ h& S( r0 a! _
7 B- j, |1 \& u2 t+ h7 q
355
# I) g+ ^( t( H* Q2 I. K 350" V$ x8 P( E: e& K1 q/ W* f
325* Y. b5 d0 f4 i; ]
290
/ a5 L0 O4 t3 H ---
2 Y0 T5 T- O+ _* F + w3 x" n; F+ Q# O ?# m
Coefficient of Thermal
: c) p0 p( t, K( z7 n" _Expansion Per °F. from) c }5 I( i5 J8 r) A
100 deg to 1000 °F.( u }" T: r/ a) J+ g
.00000675% C* s% D( C/ |2 x, H
.00000705% ~+ o3 @& B2 g# ^
.00000620
$ b, P' U2 B" o9 p9 k .00000660
; ^) N* ?( j1 o* o6 l: ?% Y .00000690
; Q- \8 M* x6 O0 q2 | ---; C- `+ H/ z+ Q o5 l2 Y% [% x
( E! E8 y6 u4 h# S$ dSpecific Gravity, p7 o: ^3 ?. U- u# A) q0 }
7.346 L* c3 ]! t0 {
7.34; P* P+ Q' E1 M! a
7.31
! {& D) a, n6 v0 J0 u 7.25, `" F3 i8 ^# q( X9 J* J1 `
7.06
! S; O: z% ^! v; S. v 6.80
$ L- j7 b# k _. a
: ?4 N; p: n- U5 MSolid Contraction! E# f& L+ z. j8 g! [
(Patternmaker's Shrinkage)
6 u# e9 K0 Y+ `3 V n/ k) q: ^& g# y 5/32"-6/32"5 t; x2 A E+ }, a( N% Q
per ft.; _4 @. Z3 `+ H3 N5 O3 `+ }
(1.3-1.5%)$ K: [1 |1 B- A9 ]& z; S9 C
5/32"-6/32"
" s+ l a1 N4 |) Zper ft.
4 d$ T: m$ s& i, D1 m# I; M2 H6 U/ Y1 z(1.3-1.5%)( [8 E% _5 A& N4 c" f# B" i
5/32"-6/32"* a2 x" _( ^0 D6 S0 j1 q$ ]
per ft.
# j" ?, D' o! ?, [(1.3-1.5%)
0 ?' i! g$ h H6 ^; G4 A; {( L 4/32"-5/32"* y% y0 c5 S# {" x, ~
per ft.# m# e5 n+ V- |& E
(1.0-1.3%), v9 Q. q& q/ Y N
1/10"-1/8"3 z' D0 C% X/ M& d- |
per ft. i c" y) B% C
(0.8-1.0%)- N$ D" R# v) |+ V
3 A7 U! i& Q9 h2 F! K6 ^1/10"* ?0 ~( d2 `+ \1 C
(0.8%) |
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