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发表于 2011-10-29 20:58:53
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Meehanite Flake Graphite Types6 E+ j. V# h0 i% @
|. }' I: D) ]" Y+ C) i! PPROPERTY- I! l, F( {3 G: t2 S: T# O- `5 Q
TYPE* g; B. i3 k n% u
AQ
% {$ M7 k% ]7 O6 X) H( U. u& J TYPE
2 T! c. J) z, b: I. X: AGM-60
) M8 i6 H6 q- [" q TYPE! V9 U. n* i+ z4 M
GA-50
7 S) G; b2 ]" @ TYPE
O' s) Y' n* EGC-40
4 K- `* B% i& ?( G- l3 j TYPE$ ]/ l0 o" b9 u! b, d/ {9 C
GE-308 P" A/ T' ^: l3 H: x- G
TYPE; Z; D6 e7 _# O4 l# b, \
GF-208 y$ Z. T0 d9 m! q4 Q
4 e& b+ R+ u# j/ x0 F0 m/ E; \
Tensile Strength-psi- w( l# z: s. L, _; v
50/65,000% t) o* z) N) {. P) |, s# Z
60,000
0 S% |* b7 ?. G$ h 50,000
7 X/ b, I+ R, j1 k 40,000
/ i2 C* g+ f) H* l" r4 v 30,000
6 a- {3 D0 w% e& X+ c 20,000
1 C( a) F( ]3 J: N6 w ^ ; z" W" L; r' j! T; i& \' {! |
Proportional Limit-psi5 ^. j8 _) J" z* ^# A
.01% permanent set
6 J, J. f. a" h 25,000
4 s% ^- \5 L; I- j+ C 25,000
/ m2 H; J) F4 k: o5 W 22,000
- z1 l9 Z* b2 y 14,500
+ t# G; n3 R3 c9 U3 H 11,500
( s1 I- q3 D8 j+ B& F+ ~7 L 9,500: }" t8 C3 u. @6 b F
# p- o. E8 ], p+ ~- Q/ t5 l! L
Modulus of Elasticity-psi
8 ^3 s8 U) T$ Y3 x/ i$ O( ^ 22,000,000
/ _0 ]# {3 y G6 {' x; G 21,500,0003 [' [* x& G* ]7 p7 d0 a
20,000,0008 g+ `7 a6 B1 F0 C
16,500,000
2 V) o9 F+ u0 L, Q+ p: ~; s3 Q 13,000,000
J) e: I9 e) J' a: c9 q9 y 9,000,000
, W2 \! M% \7 K% I6 Y0 j9 o 7 w; a5 X8 g& |6 d
Modulus of Rigidity-psi
; _$ a/ O8 F5 x7 W/ {7 b' K 9,500,000
9 L q* J9 Z7 X' { ` 9,500,000
5 L N4 R/ u( K' U! Z& c 8,750,0006 J* @8 h" v( v' V
7,250,0000 ^( U1 ~( ~. g" G
5,550,000% o; E% m6 e: {: v+ d4 k
4,000,000: h/ F, u8 X' C3 T+ E: D
1 I. B& y) U0 F" _+ NPoisson's Ratio" U0 O* A: j/ A# l
0.33
7 @& Q1 }, y1 K) y 0.33
1 x$ x4 n% `! Y 0.32* j9 _6 S3 q! q
0.30
# z4 m1 {- e4 S- b! ? 0.27
+ F3 J( C) {3 X& }( Y% ^+ B, z( D 0.24# U, z6 I. P5 a- K
O0 g$ U+ a; Y8 U+ f- \Modulus of Rupture-psi
$ i5 Q; U8 t0 u. J) Z' G& P6 b 93,000
+ `; i6 j8 i7 a, B6 Q 93,000
b9 ?2 a$ C, { 90,0003 S4 N5 S8 k2 Y) o6 C: T
80,000
D# C2 Q8 p0 x& p- y- d& P7 ` 61,0001 D3 v) Q: s' r" ~% o. L
41,000
1 W/ K5 |# g. x: v' l+ w# U K% j 0 _. z, f' R5 _; W% {2 F
Compression Strength-psi. U7 ^0 D2 i, v# M7 K) O6 e
200,0000 K. Q- W. v# R' L [: ]6 B
200,000
) E- r8 o' G" k 180,000
7 Q" f3 e2 E5 J, {% q5 k3 ~ 150,0003 i0 \) X {4 w5 P4 t( v& b8 a# n0 r
120,000
& V& R# ?6 ?" @6 ?9 l( e4 X1 ~' p( U 90,000" V) H* }" {8 d4 p4 v9 n h
8 B$ H# C- E6 r3 C& D9 t; XFatigue Strength-psi( W L7 \7 ^3 T% Q8 |
30,0008 V" Y/ _0 h4 q+ A! W; b8 z: {
25,000
' _( @! w6 o2 b6 } 22,000
' h( h: n1 R2 V 17,500
" I$ k; X& ~5 i, V* A, Y8 \ 13,500
+ m$ t# V6 M8 a7 D; u: h4 Z 11,000
4 o/ V3 b1 p) g7 H! v
' C( w4 ?0 P) u. HShear Strength-psi3 M# p) a& S" B5 ]9 i5 j, Y7 o
- i; m3 h, h, t; S, c" N+ W3 }* z 53,000
4 i6 u7 E {1 E3 O$ J' B 50,0002 j% Q; x# L \( [! O
40,000# o/ P5 x7 Y4 T0 D2 x1 q
30,000; s" _% U( B4 P/ ~% }/ R
21,550# }, `# b0 N0 ^3 N3 `, q6 Q1 u
& C% D$ I h: j- d4 M, a- h0 H
Single Impact-Izod6 U% G( T! b' ~0 p5 i7 C
(0.798")
- R) t6 L d6 E( E6 \) |. kDia. Unnotched Bar
3 Y3 O- x' M* w/ | 30-40) Z, ^" V- C$ Y$ L2 m* K$ X' ]; p
30-40
% J$ F8 Z! U; ~ 25-35
& ^, W! ^# Q5 q 12-20
0 C6 w# y( e( S3 L7 ?, {& l 6-122 G& o6 K9 `' B7 f, R% u
4-9
5 q0 h) k# y: \; t4 w / c; e* }2 ?, Y4 O3 A7 H
Brinell Hardness (Nominal)
! y X5 q. @0 d9 K9 x- r* ] 280-550
# D6 P' C, h+ r/ s8 _ 2302 a) O8 i( I# G# V/ N/ a
220
; h: n3 o# ^! b/ a X 1909 N; h# b3 q# e
up to 160; m3 Q- G( @9 q
150
, Y: d0 y' u0 n- a8 W- f
5 O+ I; m! t: V: J2 S9 o/ uMachinability Rating (Dalcher)7 P" h" h* F8 [1 C8 d- `7 x
52$ ~( H! N6 P$ H6 O' N$ s
50
8 U+ |8 K/ o4 s 48' j" k3 d4 I/ V3 ^+ k7 d4 `
47
9 A5 i5 N) M8 j; k 38
! l( k# k x' w8 Q |; e; F 305 [% |6 C2 {+ u& @7 C2 K+ S
$ h/ V0 f. e( h5 L. n$ ]* b9 b
Thermal Conductivity
' u1 \ i4 U3 v+ V8 v$ m5 V+ D50-450 °F. BTU/Hr/Sq.0 m1 B6 J. e. L( d
Ft./Inch Thickness/&°F
0 a. _/ k0 M/ A
2 n+ K. p' C P ~, k2 b 355
* f7 D4 U6 N$ ^ 350
0 v8 W3 Y- q$ p/ V 3255 A6 I* U4 u! J, A; k8 h+ F
290! s. `* L8 |! H! E, y
---' m1 q; Q# j5 P. w* k& O. Z2 k1 a: {
/ j, c# p3 g ACoefficient of Thermal8 F/ j K, {9 E, Y+ d
Expansion Per °F. from! @2 h- C* u9 b) f3 |* o6 C
100 deg to 1000 °F.7 K/ t& @) `% S1 p
.00000675 R. k' x1 g. T6 l% z! W( n
.00000705
; x% Z! B+ P( w& P4 h .00000620
- G# t1 K- z) q* w .00000660+ p( V) t& H" z
.00000690
& {# Y6 ~# |: m8 V G7 v& w ---+ ^# r! ]" T- O9 n
1 u |( c& \: R0 C% |
Specific Gravity: q- g: X4 K' i g
7.34- O- h) W& q7 U ?: n
7.34% k' t" x6 q$ n* [- [: v
7.31; O7 k5 W5 Z' a e7 T2 ^
7.25
0 z! m8 R* y: F1 ]0 D: L. R/ T 7.068 F& a: @7 T+ l; I) p1 u
6.80) R7 E$ _5 [) z( w" M( `
P' o& C* ^3 k `; A
Solid Contraction. m: B. I6 O& d$ K5 Q" b4 N
(Patternmaker's Shrinkage)
4 D* ^, D% |/ Z4 U 5/32"-6/32"2 r* U6 @" a9 o0 p
per ft.
4 ` m' s" N+ s E( T$ ~1 v(1.3-1.5%)0 t/ Z* m9 j2 P
5/32"-6/32"
9 s: D$ ]( H1 \$ Uper ft.
) F. `! x1 e* o |% J; a3 m(1.3-1.5%)/ G I& z) t$ K/ P) C* x' e# f# e
5/32"-6/32"# t! s8 D* B7 n( b% T Z( D
per ft.
" a1 ]6 E1 s1 w: U: ]# t(1.3-1.5%)
+ ~4 E- h! _4 o1 L. V 4/32"-5/32"$ h( r/ S) H. p( y
per ft.
3 J$ g4 \* B3 [- K4 o+ r* L$ V(1.0-1.3%)
7 e" j5 `( |+ o4 i v1 S5 x5 B 1/10"-1/8"
z, L$ c% M* b) B- k) p2 w9 `per ft." Q& l% n, C+ V b O: O4 J% l e, c( Y
(0.8-1.0%)6 F% @9 T. h0 g) C3 l7 F: V
. x( w' B+ R1 C2 i
1/10"
/ d+ D) R r" @" p. y. N% p6 ^(0.8%) |
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