Prueba Mecanica
3
area(mm^2)= 50 carga(N) longitud(mm) tension(N/m^2) alargamiento unitario 0 100 0 0 1394 100.03 27.88 0.0003 2808 100.08 56.16 0.0008 5686 100.13 113.72 0.0013 7502 100.2 150.04 0.002 8221 100.25 164.42 0.0025 9969 100.64 199.38 0.0064 12979 101.91 259.58 0.0191 14241 103.18 284.82 0.0318 14483 104.45 289.66 0.0445 13968 105.72 279.36 0.0572 12625 106.99 252.5 0.0699 elongacion en la fractura 0 0.0005 0.001 0.0015 0.002 0.0025 0.00 0 20 40 60 80 100 120 140 160 180 f(x) = 68258.7117212249 x + 6.87248152059134 R² = 0.972680536535156 Axis Title Axis Title
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prueba mecanica de un material
Transcript of Prueba Mecanica
area(mm^2)= 50carga(N) longitud(mm) tension(N/m^2) alargamiento unitario
0 100 0 01394 100.03 27.88 0.00032808 100.08 56.16 0.00085686 100.13 113.72 0.00137502 100.2 150.04 0.0028221 100.25 164.42 0.00259969 100.64 199.38 0.0064
12979 101.91 259.58 0.019114241 103.18 284.82 0.031814483 104.45 289.66 0.044513968 105.72 279.36 0.057212625 106.99 252.5 0.0699
elongacion en la fractura
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.080
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alargamiento
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erzo
0 0.0005 0.001 0.0015 0.002 0.0025 0.0030
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180f(x) = 68258.7117212249 x + 6.87248152059134R² = 0.972680536535156
Axis Title
Axis Title
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.080
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alargamiento
esfu
erzo
