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DESCRIPTION
cycle counting spreadsheet
Citation preview
7/18/2019 Cycle Counting
http://slidepdf.com/reader/full/cycle-counting-56d6a0dd96ca2 1/154
Objectives
Overall Process Flow
Sequence of Steps the User Should Follow
The objectives of this application are the following:
1. Perform rainflow cycle counting on time series data
2. Provide the range and mean of each rainflow cycle to aid in fatigue life calculation (Sheet5)
3. Place each rainflow cycle into a bin based on its range and mean to aid in block cycle test creation(RangeMean)
Disclaimer: We have done our best to ensure the accuracy of all of our calculations, but we advise you to double
check our calculations before endangering life and limb. We cannot be held responsible for any consequences
1. Peaks and valleys are detected in data. All other points are eliminated to increase speed of future calculations.
2. Data without peaks and valleys is plotted alongside original for user to view
3. Peak and valley data is copied to Sheet4
4. Rainflow cycle counting begins
5. If two data points are found to be a rainflow cycle, their range and mean are pasted on Sheet5
6. The two points of interest are then deleted from Sheet4 and the process continues
7. When rainflow cycle counting has completed (100%), the program goes and stays on Sheet5
8. If the user chooses, the rainflow cycles are binned into 12 columns and 28 rows (sheet RangeMean)
1. Format the time series data so that is fits in two columns as on "Input" sheet
2. Paste the time series data onto "Input" sheet. The plot updates to show your time series data.
3. Click the button titled "Clear Data on All Other Sheets." All data from previous calculations is cleared.
4. Click the button titled "PV slice, rearrange data, PV slice again." Points not necessary for rainflow counting are
deleted.
5. Click the button titled "Next to Rainflow Cycle Counting." The sheet changes to "Sheet4 rainflow."
6. Click the button titled "Click to Begin Counting Rainflow Cycles." Rainflow cycle counting begins. % progress
shown.
7. If it is desired to bin the rainflow cycles in order to better visualize the rainflow cycles or to develop a block cycle
test, click the button titled "Next, to sort data into bins"
Click to Get Started
Click to Get Started
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Input
Time (s) Stress (MPa) or Strain Data
1 900
11 411.01
21 900
32 499.56
41 75751 393.99
61 829.99
71 464
81 731.99
91 330
101 800.01
111 452.01
121 689.01
131 328.99
141 712.01
151 420.99
161 690.02171 378.01
181 870.01
191 462.01
201 782.01
211 116
231 -222.97
241 53.99
251 -222.97
261 130
271 -236.97
281 -32.97
291 -253.96
301 550.99
311 274
321 549
331 251
341 657.99
351 192.01
361 639.99
371 322.99
381 578.01
391 281.01
401 530
411 294.01
421 574.99431 239.99
441 478
451 234.01
461 518.99
471 295.99
481 644.99
491 353
This sheet filters to keep only peaks and valley
← Please input data in white cells to left
0
0.2
0.4
0.6
0.8
1
1.2
V a l u e
0
0.2
0.4
0.6
0.8
1
1.2
Be
-1500
-1000
-500
0
500
1000
0 5000 10000 15000 20000 S t r e s s ( M P a ) o r S t r a i n
Time (s)
Time Series Data
Before: Rows 2-32000
0
0.2
0.4
0.6
0.8
1
1.2
0 0.2 0.4 0.6 0.8 1 1.2
V a l u e
Time (s)
Time Series Data
After: Rows 2-32000
Clear Data on All Sheets
2. --> Next to Rainfl1. PV slice, rearrange data, PV slice again
Clear Data on Left Insert Original D
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Input
501 664
511 318.01
521 574.99
531 178.01
541 593.99
551 374.01
561 597.99
571 308.01
581 581
591 330
601 739
611 411.99
621 615.01
631 344
641 601.01
651 327.99
661 549
671 323.99
681 644.99691 381
701 638.99
711 392.99
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731 377
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751 294.01
761 537.99
771 297
781 535
791 251
801 503.01811 285.99
821 656.01
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841 634.99
851 393.99
861 639.99
871 378.01
881 652.99
891 392.01
901 614
911 358
921 608
931 313.01941 513.01
951 243.99
961 843.99
971 364.99
981 606.99
991 406.01
1001 620.01
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Input
1011 387.01
1021 609
1031 346.01
1041 572
1051 258.99
1061 543
1071 269
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1101 569.99
1111 308.98
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1191 -276.961201 49.99
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1231 -255.97
1241 164.01
1251 -64.97
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1291 123.99
1301 364.99
1311 1621321 716
1331 34.01
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1351 -248.96
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1371 -14.98
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1441 313.991451 43.01
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1471 280.01
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1491 292
1501 503.01
1511 218
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Input
1521 704.99
1531 197.01
1541 485.99
1551 220.99
1561 457.99
1571 202.01
1581 608
1591 -324.97
1601 -19.98
1611 -241.97
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1631 253.99
1641 478
1651 192.01
1661 630.99
1671 407.99
1681 716
1691 350.01
1701 5671711 257.99
1721 592.01
1731 367
1741 657.99
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1781 587.01
1791 371
1801 588.99
1811 285.01
1821 6321831 368.01
1841 599
1851 318.01
1861 588.99
1871 308.98
1881 512.01
1891 260
1901 571
1911 346.01
1921 725
1931 261.01
1941 486.99
1951 192.011961 592.99
1971 293
1981 539
1991 188.99
2001 554.01
2011 0
2021 513.01
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Input
2031 292
2041 562
2051 267.01
2061 585
2071 313.99
2081 523.99
2091 299.01
2101 513.01
2111 299.01
2121 569.01
2131 271.99
2141 535
2151 298
2161 522.99
2171 290.99
2181 680.01
2191 443.99
2201 683
2211 396.012221 678
2231 374.01
2241 701
2251 276.01
2261 606.99
2271 331.01
2281 541.99
2291 339
2301 572
2311 274
2321 499.99
2331 285.012341 564.99
2351 274
2361 490.99
2371 237
2381 495.99
2391 -75.98
2401 141.99
2411 -275.98
2421 71.01
2431 -308.95
2441 19
2451 -248.96
2461 137.012471 -92.97
2481 657.99
2491 275.01
2501 534
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2521 611.99
2531 360.01
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Input
2541 690.02
2551 314.99
2561 689.01
2571 306
2581 698.01
2591 416.99
2601 666.01
2611 392.01
2621 699.01
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2641 701
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2681 650
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2701 610.01
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2721 6372731 400
2741 618
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2801 703.01
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2841 3342851 98
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2871 151.02
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3011 387.01
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3041 623
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Input
3051 218
3061 553
3071 290.99
3081 639.99
3091 407.99
3101 693
3111 453.01
3121 657.01
3131 355.99
3141 642.01
3151 400
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3171 330
3181 571
3191 336.99
3201 689.01
3211 395
3221 647.01
3231 3773241 593.99
3251 227
3261 630.99
3271 299.01
3281 681.99
3291 411.01
3301 662.99
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3321 629.01
3331 306
3341 630.99
3351 3063361 614
3371 409
3381 648.01
3391 414
3401 683
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3421 574.99
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3481 620.993491 371
3501 610.01
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3521 582.01
3531 -7.96
3541 239.99
3551 -226.97
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Input
3561 248.01
3571 -204.97
3581 285.01
3591 -88.97
3601 470
3611 248.01
3621 460
3631 136.01
3641 518.99
3651 317.01
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3671 277.99
3681 503.01
3691 178.99
3701 615.01
3711 323.99
3721 559.01
3731 219
3741 6793751 420.99
3761 683
3771 -253.96
3781 84
3791 -221.96
3801 243.01
3811 -18.97
3821 494.99
3831 270
3841 629.01
3851 290.99
3861 559.993871 350.99
3881 657.01
3891 243.01
3901 608
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3921 662.99
3931 269
3941 652.99
3951 155.99
3961 662.99
3971 443.01
3981 690.02
3991 248.994001 611.99
4011 229.01
4021 601.99
4031 339
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4051 230.99
4061 498.01
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Input
4071 237
4081 614
4091 -166.97
4101 39.01
4111 -260.97
4121 437
4131 192.01
4141 503.01
4151 103.01
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4201 480.01
4211 135
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4231 346.99
4241 548
4251 1494261 494.01
4271 260
4281 661.01
4291 158
4301 466.98
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4321 160.99
4331 -104.96
4341 555.01
4351 248.01
4361 448.99
4371 132.014381 712.01
4391 276.01
4401 529
4411 300.99
4421 523.99
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4441 564.01
4451 195
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4471 34.99
4481 378.01
4491 -293.98
4501 188.014511 -307.98
4521 244.99
4531 -210.98
4541 606.99
4551 40.99
4561 526.01
4571 205
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Input
4581 506
4591 218
4601 513.01
4611 248.99
4621 602.99
4631 261.01
4641 712.01
4651 506
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4671 193.99
4681 400
4691 -243.95
4701 173.01
4711 -275.98
4721 610.01
4731 405
4741 615.01
4751 360.01
4761 642.014771 402.99
4781 641
4791 353
4801 555.99
4811 340.01
4821 655
4831 433.01
4841 669
4851 421.99
4861 662.01
4871 457.01
4881 796.014891 402.99
4901 671.01
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4931 285.01
4941 615.99
4951 376
4961 690.02
4971 18
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4991 108.01
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5071 341.99
5081 604
Page 10
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Input
5091 261.01
5101 585
5111 330
5121 694.01
5131 349
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5161 521
5171 290.01
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5211 290.99
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5231 -227.97
5241 1.01
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5261 156.99
5271 -86.965281 725
5291 183.01
5301 713.99
5311 392.99
5321 620.99
5331 193.99
5341 425.99
5351 151.99
5361 560.99
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5381 550.99
5391 2135401 690.99
5411 136.01
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5431 164.01
5441 549
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Input
5601 181
5611 -73.97
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5631 421.99
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Input
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Input
6621 560.99
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Input
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Input
7641 776
7651 -200.98
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Input
8151 565.99
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Input
8661 624.98
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Input
9171 12.99
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Input
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Input
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Input
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Input
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Input
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Page 127
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Input
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Input
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Input
13761 634.01
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Input
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Input
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Input
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Input
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Page 134
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Input
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Input
16821 527.99
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PV Slice
Time (s) Stress (MPa) or Strain Data TRUE=PEAK or VALLEY
TRUE
0 #DIV/0! #DIV/0!
0 #DIV/0! #DIV/0!
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Stress (MPa) or Strain Data
Max filter: 930 Cells above this value will
Min filter: -930 Cells below this value will
Current Max: 0Current Min: 0
If desired, enter "filter" values for minimum and/or
maximum. This would prevent count data below a
certain threshold and ignore spikes (if needed).
Click to Begin Counting Rainflow Cycles
If Desired, Click to Filter Data Using Max and Min
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take difference of 2 points
if difference is less than next 2 points, cut and paste the 2 points
if difference is not less than next 2 points, leave the 2 points and go t
e removed. do until cell a4 is empty (only 2 points remaining)
e removed.
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o the next difference
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range mean
max 0 0
min 0 0 What would you likediff 0 0
diff/12 0
diff/28 0
Sort data into bins
If this is Stress data,
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o do next?
to develop block cyc le test.
, click here to go on and estimate the fatigue life of your component.
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low 0 0 0 0 0 0
mid 0 0 0 0 0 0
low mid high 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0
M
ean
Range
Clickto
Begin
GoBack
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0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
00
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Material:
Su = 931 Mpa A = (σf ')(2b) = 1181
b or B = -0.07 σf = 1330
E = 200000 Mpa AKt or AKf = 1181
K' = 1434 Mpa BKt or BKf = -0.07
n' = 0.14 Max nominal stress: 0
σf = 1240 Mpa Min nominal stress: 0
c = -0.69
εf ' = 0.66
Kt or Kf = 1(Notch
factor)
From sheet "RF Cycles" LAST LAST
ΔS (Mpa) Smean Smax (Kt*ΔS)2 /E (Kt*Smax)
2/E Δ Max Δε εa Δσ σa
LH side of Neuber/Ramberg-
Osgood eqn (for local stress)
Yellow = material properties required for both strain-life
& stress-life equations
Formulas for
Goal Seek
repeats
RQC-100 Steel
Strain-life
repeats
SWT
Enter known values i
Blue = mat'l properties required only for strain-life eqns.
Green = mat'l props. req'd only for stress-life eqns.
Morrow ε-N No Sm Correct
repeats
Palmgren-Miner's Rule used with
Click to Begin Click to View Graphs
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0
Good
man: 0
Morr
ow: 0
No Sm
correction 0
Nf Damage Nf Dmg. Nf (1/Nf ) Smin Nf Dmg. σmax
n.:
Stress Life
Modified Goodman eqn.:
(Sa/SNf )+(Sm/Su)=1
Solve for SNf
Morrow stress-life eqn.:
f )b+εf '(2Nf )
c
er (SWT) eqn.:
+σf 'εf 'E(2N)(b+c) (Sa/SNf )+(Sm/σf )=1
Solve for SNf
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0.01000
0.10000
1.00000
1
S t r a i n
Cycles
Strain Life
Morrow
No Mea
SWT
1
10
1.E+00
S t r e s s
Cycles
Stress Life
Goodm
No Mea
Morrow
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Stress Correction
an
n Stress Correction
GoBack
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About
Updated version available at: http://www.stotera.com/stoflo
Release 10.08
