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ensayo uniaxial
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ENSAYO NUMERO 1
FC (AREA) CARGA 1
0 0.000 0.0000 1.0000 9.4842 0.020 0.200 0.0025 0.9975 9.5077 9.540 0.400 0.0049 0.9951 9.5313 15.560 0.600 0.0074 0.9926 9.5550 24.080 0.800 0.0099 0.9901 9.5789 33.0
100 1.000 0.0124 0.9876 9.6029 40.0120 1.200 0.0148 0.9852 9.6270 45.5140 1.400 0.0173 0.9827 9.6512 52.0160 1.600 0.0198 0.9802 9.6755 58.5180 1.800 0.0222 0.9778 9.7000 67.0200 2.000 0.0247 0.9753 9.7246 74.0220 2.200 0.0272 0.9728 9.7493 81.5240 2.400 0.0297 0.9703 9.7741 90.5260 2.600 0.0321 0.9679 9.7991 99.0280 2.800 0.0346 0.9654 9.8242 105.0300 3.000 0.0371 0.9629 9.8494 112.5320 3.200 0.0396 0.9604 9.8748 120.0340 3.400 0.0420 0.9580 9.9003 126.5360 3.600 0.0445 0.9555 9.9259 133.5380 3.800 0.0470 0.9530 9.9516 140.0400 4.000 0.0494 0.9506 9.9775 145.5420 4.200 0.0519 0.9481 10.0035 151.0440 4.400 0.0544 0.9456 10.0297 156.5460 4.600 0.0569 0.9431 10.0560 160.0480 4.800 0.0593 0.9407 10.0824 166.0500 5.000 0.0618 0.9382 10.1090 169.5520 5.200 0.0643 0.9357 10.1357 171.5540 5.400 0.0667 0.9333 10.1625 176.0560 5.600 0.0692 0.9308 10.1895 179.0580 5.800 0.0717 0.9283 10.2166 181.5600 6.000 0.0742 0.9258 10.2439 184.0620 6.200 0.0766 0.9234 10.2713 185.5640 6.400 0.0791 0.9209 10.2989 186.5660 6.600 0.0816 0.9184 10.3266 187.5680 6.800 0.0841 0.9159 10.3545 188.5700 7.000 0.0865 0.9135 10.3825 189.5720 7.200 0.0890 0.9110 10.4107 189.5740 7.400 0.0915 0.9085 10.4390 188.0
DEFOR-MIMETRO
DEF VERTICAL (δ)(mm)
def unitaria()
área corregida ( cm2)
ENSAYO NUMERO 2
FC (AREA) CARGA 2
0 0.000 0.0000 1.0000 9.8423 0.020 0.200 0.0021 0.9979 9.8635 19.140 0.400 0.0043 0.9957 9.8847 28.760 0.600 0.0064 0.9936 9.9061 39.080 0.800 0.0086 0.9914 9.9275 46.6
100 1.000 0.0107 0.9893 9.9490 55.3120 1.200 0.0129 0.9871 9.9707 61.1140 1.400 0.0150 0.9850 9.9924 72.5160 1.600 0.0172 0.9828 10.0142 78.8180 1.800 0.0193 0.9807 10.0361 89.2200 2.000 0.0215 0.9785 10.0581 95.5220 2.200 0.0236 0.9764 10.0802 103.2240 2.400 0.0258 0.9742 10.1024 112.0260 2.600 0.0279 0.9721 10.1247 118.3280 2.800 0.0300 0.9700 10.1471 124.9300 3.000 0.0322 0.9678 10.1696 135.2320 3.200 0.0343 0.9657 10.1922 139.0340 3.400 0.0365 0.9635 10.2149 144.5360 3.600 0.0386 0.9614 10.2377 149.3380 3.800 0.0408 0.9592 10.2606 155.5400 4.000 0.0429 0.9571 10.2837 158.4420 4.200 0.0451 0.9549 10.3068 160.3440 4.400 0.0472 0.9528 10.3300 165.1460 4.600 0.0494 0.9506 10.3533 169.7480 4.800 0.0515 0.9485 10.3767 171.2500 5.000 0.0536 0.9464 10.4002 173.0520 5.200 0.0558 0.9442 10.4239 175.8540 5.400 0.0579 0.9421 10.4476 176.5560 5.600 0.0601 0.9399 10.4715 177.2580 5.800 0.0622 0.9378 10.4954 178.0600 6.000 0.0644 0.9356 10.5195 178.5620 6.200 0.0665 0.9335 10.5437 177.8640 6.400 0.0687 0.9313 10.5680 176.7660 6.600 0.0708 0.9292 10.5924 176.1680 6.800 0.0730 0.9270 10.6169 174.3700 7.000 0.0751 0.9249 10.6416 173.2
DEFOR-MIMETRO
DEF VERTICAL (δ)(mm)
def unitaria()
área corregida ( cm2)
ENSAYO NUEMERO 3
FC (AREA) CARGA 3
0 0.000 0.0000 1.0000 9.3211 0.020 0.200 0.0025 0.9975 9.3442 14.040 0.400 0.0049 0.9951 9.3674 24.560 0.600 0.0074 0.9926 9.3908 33.580 0.800 0.0099 0.9901 9.4142 41.0
100 1.000 0.0124 0.9876 9.4378 49.5120 1.200 0.0148 0.9852 9.4615 56.0140 1.400 0.0173 0.9827 9.4853 65.0160 1.600 0.0198 0.9802 9.5092 72.5180 1.800 0.0222 0.9778 9.5332 81.0200 2.000 0.0247 0.9753 9.5574 89.0220 2.200 0.0272 0.9728 9.5817 96.0240 2.400 0.0297 0.9703 9.6061 101.5260 2.600 0.0321 0.9679 9.6306 109.5280 2.800 0.0346 0.9654 9.6553 114.5300 3.000 0.0371 0.9629 9.6801 120.5320 3.200 0.0396 0.9604 9.7050 128.0340 3.400 0.0420 0.9580 9.7301 132.5360 3.600 0.0445 0.9555 9.7552 139.0380 3.800 0.0470 0.9530 9.7805 143.0400 4.000 0.0494 0.9506 9.8060 148.0420 4.200 0.0519 0.9481 9.8315 151.0440 4.400 0.0544 0.9456 9.8572 155.0460 4.600 0.0569 0.9431 9.8831 158.0480 4.800 0.0593 0.9407 9.9091 161.0500 5.000 0.0618 0.9382 9.9352 162.0520 5.200 0.0643 0.9357 9.9614 163.0540 5.400 0.0667 0.9333 9.9878 165.0560 5.600 0.0692 0.9308 10.0143 166.5580 5.800 0.0717 0.9283 10.0410 168.0600 6.000 0.0742 0.9258 10.0678 169.0620 6.200 0.0766 0.9234 10.0948 170.0640 6.400 0.0791 0.9209 10.1219 171.0
DEFOR-MIMETRO
DEF VERTICAL (δ)(mm)
def unitaria()
área corregida ( cm2)
660 6.600 0.0816 0.9184 10.1491 172.5680 6.800 0.0841 0.9159 10.1765 171.0700 7.000 0.0865 0.9135 10.2040 167.0720 7.200 0.0890 0.9110 10.2317 165.0740 7.400 0.0915 0.9085 10.2596 161.0
PARA GRAFICA ESFUERZO DEFORMACION
ENSAYO 1 ENSAYO 2 ENSAYO 3
0 0 0 0 0 00.00247219 1.49878859 0.002472188 2.95199892 0.0024721879 2.24737721770.00494438 2.4393314592 0.004944376 4.45477675 0.0049443758 3.92316314190.00741656 3.7676454323 0.007416564 5.7240997 0.0074165637 5.35099759650.00988875 5.1676095741 0.009888752 7.06217413 0.0098887515 6.53267084510.01236094 6.2481293076 0.012360939 8.2436115 0.0123609394 7.86731214820.01483313 7.0894567318 0.014833127 9.12002868 0.0148331273 8.8781147090.01730532 8.0819044298 0.017305315 10.4393442 0.0173053152 10.279095214
0.0197775 9.0692691691 0.019777503 11.7519065 0.0197775031 11.43630153
0.02224969 10.3608294404 0.022249691 13.0577155 0.022249691 12.744884556
0.02472188 11.4143703928 0.024721879 14.1347595 0.0247218789 13.9682311570.02719407 12.5393660155 0.027194067 15.3538085 0.0271940667 15.0286637950.02966625 13.8886960681 0.029666255 16.3455931 0.0296662546 15.8493006080.03213844 15.1544505488 0.032138443 17.258684 0.0321384425 17.0549434930.03461063 16.0318474303 0.03461063 18.3134048 0.0346106304 17.788155780.03708282 17.1329922465 0.037082818 19.2894319 0.0370828183 18.6723469410.03955501 18.2282721102 0.039555006 20.2602065 0.0395550062 19.7836031660.04202719 19.1661757508 0.042027194 20.9349652 0.0420271941 20.4264071560.04449938 20.1745565696 0.044499382 21.6059721 0.044499382 21.3731580730.04697157 21.1020987943 0.04697157 22.2732272 0.0469715698 21.9313223920.04944376 21.8742197799 0.049443758 22.7203463 0.0494437577 22.6392720750.05191595 22.6420398004 0.051915946 23.0928986 0.0519159456 23.0381029590.05438813 23.4055588558 0.054388133 23.6784586 0.0543881335 23.5867192060.05686032 23.8664463666 0.056860321 24.1890766 0.0568603214 23.9803782180.05933251 24.6965326319 0.059332509 24.4111824 0.0593325093 24.371650212
0.0618047 25.150968695 0.061804697 24.6317874 0.0618046972 24.4585774420.06427689 25.3806793313 0.064276885 24.8508917 0.064276885 24.5447089990.06674907 25.9778292365 0.066749073 24.9976803 0.0667490729 24.7802280850.06922126 26.3506447118 0.069221261 25.0020886 0.0692212608 24.9392631430.07169345 26.6477045516 0.071693449 25.0061218 0.0716934487 25.097104692
def unitaria() (v)(Kg/cm2)
def unitaria() (v)(Kg/cm2)
def unitaria() (v)(Kg/cm2)
0.07416564 26.9428094074 0.074165637 25.1221833 0.0741656366 25.1792578860.07663782 27.0899219638 0.076637824 24.8729334 0.0766378245 25.2606154080.07911001 27.1630383706 0.079110012 24.6665852 0.0791100124 25.341177257
0.0815822 27.2353727838 0.0815822 24.5306767 0.0815822002 25.4948415250.08405439 27.3069252033 0.084054388 24.2561398 0.0840543881 25.2051172450.08652658 27.3776956291 0.086526576 23.9134142 0.086526576 24.5490851980.08899876 27.3036017302 0.0889987639 24.189441190.09147095 27.0139708301 0.0914709518 23.538978851
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10
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30
gráfico: ESFUERZOS ( v) VS DEF UNITARIA( )
ESFUERZO 1
DEF UNITARIA( )
ESFUERZO ( v)(kg/cm2)
ENSAYO NUMERO 1 DATOS DEL ENSAYO
carga (kg) Deform Ensayo Ensayo
0.000 0.000 1 2
14.250 1.499 Desplaz. Carga Carga
23.250 2.439 0 0.0 0.036.000 3.768 20 9.5 19.549.500 5.168 40 15.5 29.560.000 6.248 60 24.0 38.068.250 7.089 80 33.0 47.078.000 8.082 100 40.0 55.087.750 9.069 120 45.5 61.0
100.500 10.361 140 52.0 70.0111.000 11.414 160 58.5 79.0122.250 12.539 180 67.0 88.0135.750 13.889 200 74.0 95.5148.500 15.154 220 81.5 104.0157.500 16.032 240 90.5 111.0168.750 17.133 260 99.0 117.5180.000 18.228 280 105.0 125.0189.750 19.166 300 112.5 132.0200.250 20.175 320 120.0 139.0210.000 21.102 340 126.5 144.0218.250 21.874 360 133.5 149.0226.500 22.642 380 140.0 154.0234.750 23.406 400 145.5 157.5240.000 23.866 420 151.0 160.5249.000 24.697 440 156.5 165.0254.250 25.151 460 160.0 169.0257.250 25.381 480 166.0 171.0264.000 25.978 500 169.5 173.0268.500 26.351 520 171.5 175.0272.250 26.648 540 176.0 176.5276.000 26.943 560 179.0 177.0278.250 27.090 580 181.5 177.5279.750 27.163 600 184.0 178.8281.250 27.235 620 185.5 177.5282.750 27.307 640 186.5 176.5284.250 27.378 660 187.5 176.0284.250 27.304 680 188.5 174.5282.000 27.014 700 189.5 172.5
720 189.5740 188.0
(v)(Kg/cm2)
ENSAYO NUMERO 2
carga (kg)
0.000 0.00028.650 2.90543.050 4.35558.500 5.90569.900 7.04182.950 8.33791.650 9.192
108.750 10.883118.200 11.803133.800 13.332143.250 14.242154.800 15.357168.000 16.630177.450 17.526187.350 18.463202.800 19.942208.500 20.457216.750 21.219223.950 21.875233.250 22.732237.600 23.105240.450 23.329247.650 23.974254.550 24.586256.800 24.748259.500 24.951263.700 25.298264.750 25.341265.800 25.383267.000 25.440267.750 25.453266.700 25.295265.050 25.080264.150 24.938261.450 24.626259.800 24.414
(v)(Kg/cm2)
0.0000 0.0100 0.0200 0.0300 0.0400 0.0500 0.0600 0.0700 0.08000.000
5.000
10.000
15.000
20.000
25.000
30.000
Esfuerzo vesrtical vs Deformación unitaria
Esfuerzo vesrtical vs Deformación unitaria
ENSAYO NUEMERO 3
carga (kg)
0.000 0.00021.000 2.24736.750 3.92350.250 5.35161.500 6.53374.250 7.86784.000 8.87897.500 10.279
108.750 11.436121.500 12.745133.500 13.968144.000 15.029152.250 15.849164.250 17.055171.750 17.788180.750 18.672192.000 19.784198.750 20.426208.500 21.373214.500 21.931222.000 22.639226.500 23.038232.500 23.587237.000 23.980241.500 24.372243.000 24.459244.500 24.545247.500 24.780249.750 24.939252.000 25.097253.500 25.179255.000 25.261256.500 25.341
(v)(Kg/cm2)
258.750 25.495256.500 25.205250.500 24.549247.500 24.189241.500 23.539
ESF. MAX. DE DEFORMACION
27.38
25.12
25.49PROMEDIO 26.00qu 12.9991200751COHESION C = qu/2 C=12.99 (Kg/cm2)
(v)max1 (Kg/cm2)
(v)max2 (Kg/cm2)
(v)max3 (Kg/cm2)
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10
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gráfico: ESFUERZOS ( v) VS DEF UNITARIA( )
ESFUERZO 1
DEF UNITARIA( )
ESFUERZO ( v)(kg/cm2)
DATOS DEL ENSAYOMuestra 1
Ensayo h1 8.100 cm d1 3.485 cm
3 h2 8.075 cm d2 3.465 cm
Carga hp 8.088 cm dp 3.475 cm
0.0 Promedio 8.088 3.475
14.0 Area inicia 9.484173724.5 Muestra 2
33.5 h1 9.320 cm d1 3.545 cm
41.0 h2 9.315 cm d2 3.535 cm
49.5 hp 9.318 cm dp 3.540 cm
56.0 Promedio 9.318 3.54
65.0 Area inicia 9.842295672.5 Muestra 3
81.0 h1 8.055 cm d1 3.440 cm
89.0 h2 8.100 cm d2 3.450 cm
96.0 hp 8.078 cm dp 3.445 cm
101.5 Promedio 8.078 3.445
109.5 Area inicia 9.321125114.5120.5128.0132.5139.0143.0148.0151.0155.0158.0161.0162.0163.0165.0166.5168.0169.0170.0171.0172.5171.0167.0165.0161.0
0.0000 0.0100 0.0200 0.0300 0.0400 0.0500 0.0600 0.0700 0.08000.000
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Esfuerzo vesrtical vs Deformación unitaria
Esfuerzo vesrtical vs Deformación unitaria
