Embed Size (px)
DESCRIPTION
procesos 2
Citation preview
Øo (mm) 0.5050 0.2002961666
P (N) Li (mm) ΔL (mm) σ (Mpa) ϵ0 2.00000 0.00000 0.00000 0.00000
5000 2.00167 0.00167 24963.03391 0.0008310000 2.00340 0.00340 49926.06783 0.0017012000 2.00425 0.00425 59911.28139 0.0021213000 2.00470 0.00470 64903.88817 0.0023514000 2.00520 0.00520 69896.49496 0.0026013900 2.00650 0.00650 69397.23428 0.0032515000 2.00790 0.00790 74889.10174 0.0039518000 2.01180 0.01180 89866.92209 0.0059020000 2.01560 0.01560 99852.13565 0.0078026000 2.05600 0.05600 129807.77635 0.0280039000 2.47200 0.47200 194711.66452 0.2360032000 2.82000 0.82000 159763.41704 0.41000
Ao (mm²)
0.00000 0.05000 0.10000 0.15000 0.20000 0.25000 0.30000 0.35000 0.400000.00000
50000.00000
100000.00000
150000.00000
200000.00000
250000.00000
300000.00000
f(x) = 330102.255800608 x^0.259297276303479R² = 0.97861145733382
σr vs ε
0.00000
0.05000
0.10000
0.15000
0.20000
0.25000
0.30000
0.35000
0.40000
0.450000.00000
50000.00000
100000.00000
150000.00000
200000.00000
250000.00000
300000.00000
ESFUERZO VS DEFORMACIÓN
INGENIERILREALCORREGIDA
0.00000 0.05000 0.10000 0.15000 0.20000 0.25000 0.30000 0.35000 0.400000.00000
50000.00000
100000.00000
150000.00000
200000.00000
250000.00000
300000.00000
f(x) = 330102.255800608 x^0.259297276303479R² = 0.97861145733382
σr vs ε
Ai (mm²) σr (Mpa) ε E (GPa) σreal cal % error0.20030 0.00000 0.00000 - 0.000000.20013 24983.87805 0.00083 29895.84900 52528.43469 110.249320.19996 50010.94214 0.00170 29368.27519 63155.02450 26.282410.19987 60038.59286 0.00212 28193.54418 66913.35139 11.450570.19983 65056.41231 0.00235 27618.67582 68680.56543 5.570790.19978 70078.22584 0.00260 26883.26729 70502.49830 0.605430.19965 69622.77529 0.00324 21352.99516 74695.89977 7.286590.19951 75184.91369 0.00394 18959.26626 78564.02730 4.494400.19912 90397.13693 0.00588 15231.68171 87156.28071 3.585130.19875 100630.98231 0.00777 12801.55585 93676.47020 6.910910.19484 133442.39409 0.02762 4635.99201 130148.07461 2.468720.16205 240663.61735 0.21188 825.04943 220751.40388 8.273880.14205 225266.41803 0.34359 389.66687 250232.29807 11.08282
6.30035
0.00000 0.05000 0.10000 0.15000 0.20000 0.25000 0.30000 0.35000 0.400000.00000
50000.00000
100000.00000
150000.00000
200000.00000
250000.00000
300000.00000
f(x) = 330102.255800608 x^0.259297276303479R² = 0.97861145733382
σr vs ε
0.00000
0.05000
0.10000
0.15000
0.20000
0.25000
0.30000
0.35000
0.40000
0.450000.00000
50000.00000
100000.00000
150000.00000
200000.00000
250000.00000
300000.00000
ESFUERZO VS DEFORMACIÓN
INGENIERILREALCORREGIDA
0.00000 0.00050 0.00100 0.00150 0.00200 0.00250 0.003000.00000
10000.00000
20000.00000
30000.00000
40000.00000
50000.00000
60000.00000
70000.00000
80000.00000
f(x) = 27828069.9460194 x
E
0.00000 0.05000 0.10000 0.15000 0.20000 0.25000 0.30000 0.35000 0.400000.00000
50000.00000
100000.00000
150000.00000
200000.00000
250000.00000
300000.00000
f(x) = 330102.255800608 x^0.259297276303479R² = 0.97861145733382
σr vs ε
0.00000 0.00050 0.00100 0.00150 0.00200 0.00250 0.003000.00000
10000.00000
20000.00000
30000.00000
40000.00000
50000.00000
60000.00000
70000.00000
80000.00000
f(x) = 27828069.9460194 x
E
