informe de traccion
DESCRIPTION
TraccionTRANSCRIPT
Aluminio:PuntoFuerzaLEsfuerzo de ingenieriaDeformacion de ingenieriaEsfuerzo realDeformacion real
11200.93913.63870.0373.77330.0363
21801.085.4580.04255.690.0416
32401.17397.27730.04627.61350.0452
43601.314810.9160.051811.48140.0505
54501.502613.6450.059214.45280.0575
66301.878319.10290.073920.51460.0713
77202.347821.83190.092423.84920.0884
87803.991323.65130.157127.36690.1459
96905.35320.92230.210725.33060.1912
105306.104316.07070.240319.93250.2154
Mdulo de elasticidad:E = 128.4235Resilencia:R = 0.2827Tenacidad:T = 1383.0315Estriccin: = 0.5859Curvas del aluminio:
Cobre:PuntoFuerzaLEsfuerzo de ingenieriaDeformacion de ingenieriaEsfuerzo realDeformacion real
189.09091.07422.70140.04232.81570.0414
2237.57581.34287.20380.05297.58490.0515
3445.45461.477113.50710.058214.29320.0566
4593.93941.779218.00950.0719.27020.0677
5920.60612.014227.91470.079330.12830.0763
6935.45462.081328.3650.081930.68810.0787
7950.3032.148528.81520.084631.2530.0812
89802.282829.71570.089932.38710.0861
9831.51524.028425.21330.158629.21210.1472
106005.471918.19330.215422.11210.1951
Mdulo de elasticidad:E = 257.2786Resilencia:R = 0.6303Tenacidad:T = 3245.4719Estriccin: = 0.7850Curvas del cobre:Bronce:PuntoFuerza (kg)L (mm)Esfuerzo de ingenieraDeformacin de ingenieraEsfuerzo realDeformacin real
190.55560.22552.74580.00892.77020.0089
2377.3150.450911.4410.017811.64460.0176
3920.64860.6763527.9160.026628.65860.0263
41131.9450.901834.3230.035535.54150.0349
513001.262539.41880.049741.37790.0485
61433.7971.803643.47580.07146.56260.0686
71539.44522.705446.67930.106551.65060.1012
816305.140349.42510.202459.42870.1843
91614.90825.861748.96750.230860.26920.2077
101584.7235.996848.05220.236159.39730.212
Mdulo de elasticidad:E = 966.8451Resilencia:R = 0.6092Tenacidad:T = 27172.201Estriccin: = 0.2535Curvas del bronce:Acero SAE 1020:PuntoFuerzaLEsfuerzo de ingenieriaDeformacion de ingenieriaEsfuerzo realDeformacion real
1106.17990.45653.21960.0183.27760.0178
2227.52830.54786.89910.02167.04810.0214
3379.21380.730411.49860.028811.82980.0284
4743.2590.91322.53720.035923.34630.0353
510602.282532.14150.089935.0310.0861
61213.4843.195536.79540.125841.42430.1185
71289.32684.108539.09520.161845.42080.15
813506.847540.93490.269651.97090.2387
91183.146910.04335.87550.395450.06070.3332
10100010.95630.32210.431343.40.3586
Mdulo de elasticidad:E = 627.7772Resilencia:R = 0.4045Tenacidad:T = 9324.6323Estriccin: = 0.6777Curvas del acero SAE 1020:Acero SAE 1045:PuntoFuerzaLEsfuerzo de ingenieraDeformacin de ingenieraEsfuerzo realDeformacin real
189.4340.63962.71180.02522.78010.0249
2357.73560.852810.84730.033611.21180.033
31103.01811.06633.44590.04234.85060.0411
41430.94241.279243.38920.050445.5760.0492
515801.53547.9090.060450.80270.0586
61982.45152.13260.11220.083965.15560.0806
72295.47012.984869.60360.117577.7820.1111
82474.33793.837675.02720.151186.36380.1407
92384.9045.969672.31540.23589.30950.2111
102220.94196.822467.34370.268685.43220.2379
Mdulo de elasticidad:E = 860.8968Resilencia:R =0.7289Tenacidad:T = 73076.2244Estriccin: = 0.4872Curvas del acero SAE 1045:Plancha SAE 1010:PuntoFuerzaLEsfuerzo de ingenieriaDeformacion de ingenieriaEsfuerzo realDeformacion real
176.59580.18264.34220.00364.35780.0036
2168.51070.60889.55280.0129.66740.0119
3340.08511.217519.27920.02419.74190.0237
4490.21281.826427.78980.03628.79020.0354
56502.435236.84810.047938.61310.0468
6689.36182.922239.07950.057541.32660.0559
7704.68093.04439.94790.059942.34080.0582
87204.261640.81630.083944.24080.0806
9658.72356.68837.34260.131742.26060.1237
105807.305632.87980.143837.60790.1344
Mdulo de elasticidad:E = 771.9389Resilencia:R = 0.5002Tenacidad:T = 12431.5983Estriccin: = 0.5079Curvas de la plancha SAE 1010:Tabla resumen:MaterialEsfuerzo de fluenciaEsfuerzo maximoEsfuerzo de rotura% de deformacion unitaria maxima (rotura)% de estriccion
Aluminio13.64523.651316.070724.0358.5884
Cobre27.914729.715718.193321.5478.5028
Bronce39.418849.425148.052223.6125.3504
Acero SAE 102032.141540.934930.322143.1367.7669
Acero SAE 104547.90975.027267.343726.8648.7159
Plancha SAE 101036.848140.816332.879814.3850.7937
Grfico de barras de los materiales:
Grfico de comparacin de los materiales ensayados respecto a su esfuerzo mximo