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[求助] GA-50是什么材质!!

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    慵懒
    2019-6-27 14:44
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    [LV.7]常住居民III

    发表于 2011-10-28 14:54:21 | 显示全部楼层 |阅读模式

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    发表于 2011-10-29 20:36:15 | 显示全部楼层
    google
    0 C: W/ \- v# w
    + k5 `; D# h3 F9 T. ~4 ]0 JMeehanite GA-50 Flake Graphit Cast Iron  ( N  A8 h" z- ]3 L, J5 u0 n
    Categories:  Metal; Ferrous Metal; Cast Iron; Gray Cast Iron
    ) D4 _- A8 \/ e% ]. X7 M
    3 P; T. y# p. Q. ?# PMaterial Notes:  Type GA-50 combines high strength, toughness, wear resistance and damping capacity with excellent machinability. Responds well to heat treatment, local and surface hardening.& o9 A5 I( h9 q" m, [% b# }2 O
    . a2 ^/ w4 ]& v8 Z# p
    General Meehanite information - Meehanite metal is first melted to a definite degree of undercooling or constitution which is related to the section of the casting to be poured and the range of physical properties such as tensile strength and hardness required. Nucleation with patented mixtures of graphitizing agents results in the removal of undercooling, in the controlled precipitation of graphite and in a fine grained eutectic cell structure which determines the density and physical integrity of the casting. Ordinary cast irons made to chemical specifications which do not include the benefit of controlled undercooling are influenced by mass effect to a maximum degree and for this and other reasons cannot be considered an equivalent to Meehanite metal.* H' C3 A7 M6 e! Y9 ^& V, {# T4 j
    6 c. F8 n5 @$ _/ s- E
    Information provided by Meehanite Marketing Association.
    ) O! d- T' P/ N. B9 L8 P# f1 F( [0 B- p5 Y6 e

    ( F/ Q: B; f4 z- V1 xVendors:  No vendors are listed for this material. Please click here if you are a supplier and would like information on how to add your listing to this material.

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    发表于 2011-10-29 20:58:53 | 显示全部楼层
    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 &degF. BTU/Hr/Sq.0 m1 B6 J. e. L( d
    Ft./Inch Thickness/&&degF
    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 &degF. from! @2 h- C* u9 b) f3 |* o6 C
    100 deg to 1000 &degF.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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    发表于 2011-10-29 21:06:57 | 显示全部楼层
    大名鼎鼎的“米红“
    未命名==-.JPG
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