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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 $ j# {( Z9 B9 Y& S3 [2 r9 B
    1 r/ p1 f! ?3 ]) v
    Meehanite GA-50 Flake Graphit Cast Iron  
    & o% `9 U- }4 H5 MCategories:  Metal; Ferrous Metal; Cast Iron; Gray Cast Iron
    + R5 h6 k' S) K& Y9 A
      `  x2 M+ K( Y5 {Material 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.
    ) e7 _/ f$ |3 ?5 E$ n
    2 t! K/ x" p1 B2 ZGeneral 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$ b7 L% E2 l% h
    " @9 G# o% a, ]% N
    Information provided by Meehanite Marketing Association.. H2 ~8 W& q; y5 q% |; q- f& ?
    , h: w8 G$ A6 p

    " X" N. ~2 ?! W. d1 r9 aVendors:  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 Types
    & y% s! i6 ?2 O5 T
    0 w$ C7 c- Y' G; c' m; D; s1 _) ^PROPERTY
    & P* z; V0 ~( @4 w% {% `3 P TYPE
    4 M+ ?! f& s7 r/ i3 hAQ
    2 O4 ?/ C$ p. Y: U( X4 S0 ]: P TYPE0 M0 {/ m3 n( h: Y) V5 c' d
    GM-60+ f8 D2 Z: m& E9 e7 I) O3 g
    TYPE
    9 ^: @& ?3 L' B3 V! x# m6 ?GA-50
      g4 S  C' s, u TYPE- ~7 f0 e, l' Y2 \& `% N
    GC-40
    ' M- b& L$ _* B2 K$ `2 L TYPE
    5 @& }& x6 O+ h5 zGE-30" {5 g+ q% V  f$ a* d6 H
    TYPE
    , M. G- c& u* w% ^8 ^7 lGF-20
    - z: ^/ ~4 K/ a 4 b4 M2 c6 b! O4 Y
    Tensile Strength-psi$ w4 ]& m) g' L8 m& F; a
    50/65,000! `$ R( e, H4 V( S
    60,000$ T, H0 T5 P2 K2 y1 G- F$ _
    50,000/ T/ C# W; x( @9 P" r
    40,0009 H3 r9 r- y9 {1 Y; j8 H/ L
    30,000
    1 F! V  Y& E8 Y' Y# L 20,0008 {+ n5 E6 s. L8 s6 D* F# ?% k1 e: }

    5 ?4 k4 m3 e* [/ q; j: X+ WProportional Limit-psi6 i# V3 ~* t, C
    .01% permanent set
    9 O8 W6 q( n  V 25,0008 K) m) z% l; i0 x
    25,000
    ! u) {6 B& n2 Y5 B 22,000
    + m$ w  |  _3 ?1 k( c1 Q* L0 n 14,500
    3 x2 p8 `) {$ X& Z 11,500
    ) o# p; k' x: k' m 9,5001 M6 s  e5 `; S& X

    2 ~6 Z% h$ {5 c3 ]1 EModulus of Elasticity-psi$ H9 i# i/ l/ P7 K
    22,000,0006 w5 A; Q5 F4 l: {3 S" X: T% t
    21,500,000
    & R- i1 p+ V0 ?+ q9 a- j 20,000,000
    + I1 w4 S. [$ `8 D4 P! @' C3 R 16,500,0008 U# Q7 a" w* v& w/ {
    13,000,0009 D# W+ g1 o* Y7 v- m
    9,000,000; M6 t) i5 T7 @) F  g, v
    ( u0 V' G9 y" i. H* L0 Y
    Modulus of Rigidity-psi* O: M" X9 {& t7 i5 |& c
    9,500,000
    4 M5 f8 S  `: k. Y9 M6 _1 G 9,500,000
    ( c% N% w# H- W7 h/ H; u8 g, r 8,750,000" T$ v# I: L# L6 q/ X
    7,250,000* ^% G, j" Y( H
    5,550,000( G8 E( y7 Y* X  w% B
    4,000,000# g0 z0 d1 R+ S0 ?) h! s

    8 o7 b. y$ H4 c+ D9 g$ LPoisson's Ratio
    ; _* O( x- C: D7 {, y! H4 t 0.33
    8 K' C- {+ |' `; d" W 0.33
    0 D" }) {7 b+ x# G 0.32
    0 ]5 b' g6 G* X* L- g2 u3 E 0.30
    & `. F+ e7 b) N! f6 O 0.27
    + ~" Y1 R# r; L  R5 q 0.24
    + J) p3 Z2 J/ ^/ ]- N, t
    0 R9 r4 ]. Q1 z- m- r6 \2 _Modulus of Rupture-psi
    + j3 z9 v, D0 J* a: p) T 93,000' ]; X: h! k. e, v2 j- w
    93,000
    $ Z0 |: S  |" T+ s' r7 q 90,000% r- f# S9 Q$ ^# d
    80,000
    0 V2 |3 L" m' c 61,000
    & ]% @# [, j, e6 { 41,000. X% c5 y. e/ H+ D7 r, m

    ) V' q* i3 z9 rCompression Strength-psi( _# s) q( z/ `
    200,000
    - X5 B; v$ @0 r) Z" o' r( ]/ V 200,000+ O; j% F7 P# ^0 S) P5 f9 D! ]
    180,000: Q! x- a; _* i& j+ P1 g% F7 \5 f
    150,0001 }' j( a( m2 D) L
    120,000
    2 a1 U& D  j0 x  Y4 P: P6 b 90,000
    9 I$ E' j" Y: W& E$ d/ ~
    - d6 I. ?" {4 o- |* w2 ]' UFatigue Strength-psi
    3 [3 n" ], @! |" O6 w) q8 ]! } 30,000
    8 G- ^# Y- i7 {" `' ~ 25,000& z& m5 z. X: j+ g7 \2 i
    22,000
    2 `# c& S9 N5 C  a! s 17,500& E; }7 i' m) x* r- O; T; {& _
    13,500) \' d1 l4 W2 Z/ E" [4 ]
    11,000
    * |: c. L' P" A, _. a$ w
    ; G+ ^' s$ j( zShear Strength-psi
    5 Z- n6 e3 g! @: p  2 D- y) d1 h" a* A9 H* Z- p. \
    53,000
    ! H, T% Y9 k4 G& O 50,0009 H2 \, ~. I: q8 i7 }" P
    40,000
    3 t  ~' R$ s' N' p 30,000
    * b* Q1 R$ O0 }8 c7 W9 \ 21,5507 F% i7 Z8 W2 T+ O
    * o2 B6 ~: R' M; s( e9 v( h2 r5 D
    Single Impact-Izod7 c6 W+ c6 g) P& A5 l8 C1 h
                         (0.798"): m/ ]' K# X) @! B8 I
    Dia. Unnotched Bar
    " [3 [$ U1 I: e- ]% D/ D; I: q 30-40
    # E( F1 N: n$ O# ~ 30-400 e2 D. s7 v1 m, k! `7 A
    25-35+ x& Q" r0 [- Q2 H" I  P
    12-20
    : w  F. a0 W! ?  P; o 6-12  c0 @5 n, V% J& T' d/ s: p( `
    4-9
      B8 M9 i4 e, Y% t ) G( G! Z% B8 e: r1 H
    Brinell Hardness (Nominal)& ?$ @# F+ x; g6 P/ x
    280-550
    ( p! y8 ^; Q- k4 T' v 230" L. y* |. n. z( _3 v( n, o
    220$ C# s" n8 |0 r
    190* K$ A& [! j; n7 E' ]. z
    up to 160' p0 O7 s% ~# Q7 @$ m
    150
    / W* V- D4 I9 C 4 d6 y5 g5 t/ ~; [/ g% B  T! u& Y- Z
    Machinability Rating (Dalcher): T$ p) b) D" X6 E: a3 e
    52
    ) ^: Y) O8 f* v: k! y 50# Z  p5 `* Q* N5 R+ T/ z
    48$ Q  k5 V5 @/ \2 Z
    47+ x9 u$ f! T* w$ _0 a7 O, O
    389 `( a6 @4 x* U- l) i) I
    30! |% Z6 F: m: j, E3 z
    ' P* e9 D" s# g2 M" K8 q. O8 s
    Thermal Conductivity
    ( e, p6 `5 M% n4 n5 x. h50-450 &degF. BTU/Hr/Sq.2 w6 W* R/ {5 l! ?$ {! }
    Ft./Inch Thickness/&&degF
    - ~2 V$ T4 ^+ z2 Q2 G  : T9 N- G) J1 y+ Q  A2 p6 H0 ?
    355
    ! u5 F# n9 K2 V3 c* e1 S 350
    / n3 f' \2 G8 a7 y4 Z6 f& X( m 3250 s9 W3 w! x0 |7 X; U) ]
    290+ g# F& N' M' F( ~3 m; g4 O$ v; O
    ---* ^& l% t: p3 y$ K2 F

      a. V9 y* a0 ?- }& ]& m$ d  `" ]Coefficient of Thermal( }) j0 N! |' M
    Expansion Per &degF. from
    % H+ R6 Q4 w  R& }' f/ l( \7 ^) Y100 deg to 1000 &degF.. `' ~5 e  t, p' Y9 d
    .00000675, W- m, I3 ]1 g! n' q
    .000007054 g2 J. ?. A1 R0 j1 H
    .000006204 q, [5 W- j4 W' ~7 h: ?( Q
    .00000660! Q, l2 G; o7 `; V1 @
    .00000690* g" \  L2 T) J" f0 A
    ---
    , ~3 \8 H' S& L4 U; }4 J  j
    " X4 n1 r/ w; d9 K! g) gSpecific Gravity" A9 b/ i. |' S# I2 Z
    7.34
    ' ^: @# d7 l- h4 Z% Y 7.34
    - Y9 J# r* n. ?1 x* b% y1 L& h 7.31( ]9 J" w% \, |: v" p
    7.25/ z1 l! s1 ?* c) g5 U. u
    7.06" Y, m& C4 F' i% n2 L3 S
    6.80
    3 O/ `* b& y/ Y. p2 e: w 0 i3 D9 {: t2 r# l; j8 z8 A
    Solid Contraction
    ! J! h( f* C3 D5 b(Patternmaker's Shrinkage)
    ( K8 x5 H* w+ q# r+ W2 F* Z 5/32"-6/32"* D/ M. \3 j& t
    per ft.
    9 |& i% \( l% C$ H$ L(1.3-1.5%)
    9 C1 Q; n0 Y6 p. H" ?: y+ @ 5/32"-6/32"
    0 r, I1 w/ G& n' `* r, Bper ft.
    1 F/ F/ E0 p- `& a0 {$ ~(1.3-1.5%)
    # {6 o! d+ m% b8 \/ U! n 5/32"-6/32"
    0 z7 X' w/ w6 m. Y7 g8 {: Qper ft.
    4 Q  \  z. ~, q4 W; I(1.3-1.5%)9 r$ K; K0 u' x
    4/32"-5/32"1 P3 S6 x# @  R. D* r) y% r
    per ft.
    * A5 n) P' g9 P2 Z' ^! l(1.0-1.3%)
    , t8 {. ?4 _& J. x) C8 U1 K2 y: t 1/10"-1/8"$ v; ~9 E1 w, ~
    per ft.
    : T% ]0 |" u! h" m5 _8 g! z(0.8-1.0%)
    - y% ]: \+ m; _# q' u  ) Y# m5 _4 ]: H6 U/ x# g
    1/10"
    : y9 m0 U" N8 X. x! M$ v" q(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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