鍍鋅鋼板電阻點銲之 拉剪破壞模式研究
Post on 21-Jan-2016
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TRANSCRIPT
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2012.3.21
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(1/2)
///
() 23(3040)
Lin()()
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(2/2)
(ex:-...)
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(1/3)Z12()1 mm L27(37)1
(26m)(26m)
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(2/3)1
(G)Time(cycle)2 (B)(E)(F)(D)(A)(C)
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2 L27(37)
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(3/3)EDS1.()2.()3.()4.()5.()6.()7.3
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3-1
3-2
3-3
3-4 EDS
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3-1 (150 HV)180250HV1000300350HV
54 (F; B; M)614
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3-2 (kN)
5 S/N (E)(C)
A2-B3-C2-D3-E3-F3-G11627534
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3-2 B3-E3-F3-G1(7.7 kN)
A2-B3-C2-D1-E3-F3-G14
(A-B-C-D-E-F-G)(BEFG)(kN)1(kN)2(kN)3(kN)(kN)(kN)3-3-2-1-3-3-26.36.86.44.86.06.62-3-2-1-3-3-17.77.28.27.87.78.0
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3-3 272 3 5 6 8 9 11 12 14 151718212427
7.3kN(a)14(b)276 5
(kN)(kN)21.3144.033.9157.351.9175.065.4185.883.0217.795.6248.4114.1278.6126.5
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3-4 EDSSEM(Mapping)(a)I(b)II(c)III7 EDS(Mapping)(a)(b)(c)
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3-4 EDS6 (:wt%)III
23 58II9SEM(5m)
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9 II
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(1/2)2715
15
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(2/2)
7.3 kN
A2-B3-C2-D1-E3-F3-G1
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Thanks for your attention
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