<install_dir>/mscfatigue_files/examples
Material A: | Medium strength steel |
Material B: | High strength steel |
Material C: | Low strength steel |
Material D: | High strength aluminum |
Material Properties | Material | |||
A | B | C | D | |
Strain Properties | ||||
Fatigue strength coefficient, Sf ‘(KSI) | 169 | 267 | 162 | 241 |
Fatigue strength exponent, b | -0.081 | -0.09 | -0.11 | -0.15 |
Fatigue ductility coefficient, Ef’ | 1.142 | 0.79 | 0.338 | 0.158 |
Fatigue ductility exponent, c | -0.67 | -0.73 | -0.48 | -0.83 |
Cyclic strain hardening exponent, n’ | 0.123 | 0.112 | 0.226 | 0.04 |
Cyclic strength coefficient, k’ (KSI) | 154 | 235 | 194 | 101 |
Standard error, Se | 0 | 0 | 0 | 0 |
Monotonic Properties | ||||
Yield strength, Sy, (KSI) | 94 | 158 | 51 | 78 |
Young’s Modulus, E (KSI) | 30E3 | 30E3 | 30E3 | 10E3 |
UTS (KSI) | 114 | 168 | 78 | 85 |
Operation | Comments |
ptime | Invoke PTIME either from the system prompt or from the MSC.Fatigue Loading form. |
Wave creation | Select the Wave creation option. |
Filename: 20KIPR1 | Give it a filename called 20KIPR1. |
Description 1: Fully reversed | Give it a description. |
Load type: Force | Select the load type to be Force. |
Units: lbs force | Select the units to be lbs force. |
OK | Accept this form. |
Triangular | Create a triangular wave. Use the defaults of all values except what is described below. |
Amplitude: 20000 | Set the amplitude to 20,000. |
OK / Finish | Accept this form and select Finish for the next action. The percentage of positive slope should be 50. |
Plot an entry | Select the Plot an entry option and accept the default. Close the graphics when done. |
Add an entry... | Select the Add option. |
X-y time series | Choose the X-Y point creation option to create the other time history. |
Filename: 20KIPR01 | Give it a filename called 20KIPR01. |
Description 1: Not fully reversed | Give it a description. |
Load type: Force | Select the load type to be Force. |
Units: lbs force | Select the units to be lbs force. |
OK | Accept this form. |
2000 / 20000 / 2000 / OK / OK | Enter these three values and use the RETURN key each time. Click the OK with a blank entry when done. |
End | Press the End button when done defining the X-Y points. |
Plot an entry | Select the Plot option and accept the default. Close the graphics when done. Then exit from PTIME. |
Operation | Comments |
patran | Invoke MSC.Patran (or MSC.Fatigue Pre & Post) if you have not already done so. |
File / New... | Open a new database from the File pull -down menu. Call it “notch.” Set the analysis preference to MSC.Patran FEA if asked. Ignore any warning messages. |
File / Import... | Import the neutral file notch01.out into the database. At this time you may wish to manipulate the model, turn labels off, or other MSC.Patran operations. When ready, go on to the next step. |
Tools / FATIGUE... (Analysis) | Invoke MSC.Patran’s FATIGUE interface by selecting it from under the Tools pull-down menu (or the Analysis application switch in MSC.Fatigue Pre & Post). |
General Setup Parameters: | |
Analysis: Initiation | Set the analysis type to Crack Initiation on the main form. |
Units: PSI | Set the Stress Units to PSI. |
Jobname: notch1a | Give the job a name. Use notch1a. |
Title: Notch specimen one with material A | Give the job a title. |
Solution Parameter Form: Accept all defaults. | |
Materials Information Form: | |
Material: mata | Place the cursor in the cell under the word Material and click on the mouse. A listbox will appear. Select the material MATA from this listbox. |
Finish: Polished | Select Polished from the option menu that appears. The word polished appears in the Finish cell. All ten specimens were polished specimen with no surface treatment. |
Treatment: No Treatment | Select No Treatment from the option menu that appears. |
Region: default_group | Select the default group as the region. It contains all the nodes of the entire model for which the fatigue analysis will be applied to. The Materials Information form can be closed down now by clicking the OK button. |
Loading Information Form: | |
Results From: MSC.Patran FEA | The results are from an external MSC.Patran FEA results file. |
Select a MSC.Patran FEA Job: notch01 | Press the Select File button and select the notch01.res file from the listbox. |
Load Case ID: 1 | Place the cursor in the Load Case ID cell and click the mouse button. A databox appears in which the load case ID from the FE analysis is to be entered. Press RETURN to accept the default (1). |
Time History: 20KIPR1 | Select a time history from the list that appears. Our time history is the one that was previously created and scaled, SAETRN15. |
Load Magnitude: 20000 | Enter 20,000 lbs as the load magnitude. This is used to normalize the stresses from the FE analysis. Press RETURN to enter this value into the cell. This form can now be closed down by clicking the OK button. |
Job Control Form: | |
Partial Analysis | Set the action to Partial Analysis and click the Apply button. Open the main FATIGUE and Job Control forms again when the translation is complete. |
Monitor Job | At this point the job has been submitted and can be monitored as to its progress if desired. Set the Action to Monitor and click Apply each time you wish to see the progress state of the job. |
Operation | Comments |
Results Form: | |
Optimize / Node 1 | Set the Action to Optimize and click the Apply button in invoke FEFAT. Put “Node 1” in the databox as the node to be analyzed. |
Design Life / OK | Press the OK button when FEFAT appears after entering a design life of 1000. |
End | Close the summary page down. |
Sensitivity Analysis... | Select the sensitivity analysis option. |
Scaling Factors | Enter some scaling factors separated by commas from Table 14‑12. |
Recalculate | Recalculate |
End | Clear the summary page. |
Results Display... | Select the results display option. |
Sensitivity Plot | Plot the scaled fatigue lives just calculated. Select the Close option from the File menu when done. |
Change Parameters... | Select the Change parameters option. |
Mean Stress Correction: Morrow | Change the mean stress correction method to Morrow. |
Recalculate | Recalculate. You can repeat these operations for no mean stress correction. Compare the values to those in Table 14‑12. |
End / eXit | Quit from FEFAT when done. |
Specimen No. (mat.) | Load Amplitude (KIP) | Scale Factor | Initiation Life (cycles) | MSC.Fatigue STW Morrow None | ||
1(A) R=-1 | 20 | 1.0 | 62 | ~300 | ~280 | ~280 |
16 | 0.8 | 635 | ~630 | ~560 | ~560 | |
14 | 0.7 | 1300 | ~1,000 | ~880 | ~880 | |
12 | 0.6 | 2400 | ~1,750 | ~1,500 | ~1,500 | |
10 | 0.5 | 6000 | ~3,600 | ~3100 | ~3,100 | |
8 | 0.4 | 14000 | ~10,400 | ~8,700 | ~8,800 | |
7 | 0.35 | 19000 | ~22,400 | ~18,350 | ~18,600 | |
6 | 0.3 | 100000 | ~6.5E4 | ~5.27E4 | ~5.38E4 | |
6 | 0.3 | 8850 | " | " | “ | |
5.4 | 0.27 | 1.8e6 | ~1.55E5 | ~1.27E5 | ~1.31E5 | |
5.2 | 0.26 | 500000 | ~2.19E5 | ~1.81E5 | ~1.87E5 | |
2(A) R=-1 | 13.99 | 0.6995 | 68 | ~490 | ~440 | ~440 |
12.65 | 0.6325 | 190 | ~690 | ~600 | ~600 | |
12.11 | 0.6055 | 265 | ~770 | ~680 | ~680 | |
10.65 | 0.5325 | 1250 | ~1,230 | ~1,080 | ~1,080 | |
9.02 | 0.4510 | 3600 | ~2,300 | ~2,000 | ~2,010 | |
9.03 | 0.4515 | 2400 | ~2,290 | ~1,990 | ~2,000 | |
7.00 | 0.3500 | 11500 | ~6,940 | ~5,880 | ~5,940 | |
5.68 | 0.2840 | 5540 | ~21,700 | ~17,940 | ~18,250 | |
4.95 | 0.2475 | 160780 | ~5.53E4 | ~44,550 | ~45,740 | |
4.70 | 0.2350 | 188000 | ~8.26E4 | ~6.76E4 | ~6,98E4 | |
3(A) R=-1 | 18 | 0.90 | 4 | ~30 | ~25 | ~25 |
14 | 0.70 | 47 | ~50 | ~50 | ~50 | |
11.4 | 0.57 | 133 | ~100 | ~90 | ~90 | |
9 | 0.45 | 1000 | ~190 | ~170 | ~170 | |
6.6 | 0.33 | 2000 | ~500 | ~450 | ~450 | |
5 | 0.25 | 1000 | ~1,290 | ~1,130 | ~1,140 | |
3 | 0.15 | 11150 | ~11,840 | ~9,900 | ~10,020 | |
2 | 0.10 | 62180 | ~2.16E5 | ~1.81E5 | ~1.89E5 | |
1.8 | 0.09 | 77000 | ~6.1E5 | ~5.34E5 | ~5.65E5 | |
4(B) R=-1 | 40 | 2 | 17 | ~35 | ~30 | ~30 |
27.5 | 1.375 | 150 | ~100 | ~90 | ~90 | |
18 | 0.9 | 742 | ~440 | ~370 | ~370 | |
12.5 | 0.625 | 3600 | ~2,280 | ~1,920 | ~1940 | |
9.5 | 0.475 | 32500 | ~13,880 | ~12,120 | ~12,480 | |
8 | 0.4 | 600000 | ~6.17E4 | ~5.82E4 | ~6.11E4 | |
8 | 0.4 | 97000 | “ | “ | “ | |
7.5 | 0.375 | 120000 | ~1.15E5 | ~1.12E5 | ~1.19E5 | |
7 | 0.35 | 190000 | ~2.31E5 | ~2.31E5 | ~2.46E5 | |
5(B) R=-1 | 4.2 | 0.3 | 15000 | ~530 | ~450 | ~450 |
3.5 | 0.25 | 35000 | ~1,160 | ~980 | ~990 | |
2.8 | 0.2 | 92000 | ~3,800 | ~3,240 | ~3,300 | |
2.3 | 0.164 | 250000 | ~15,420 | ~13,620 | ~14,140 | |
6(C) R=-1 | 17.64 | 0.441 | 3603 | ~2,380 | ~2,230 | ~2,240 |
17.64 | 0.441 | 2800 | “ | “ | “ | |
14.70 | 0.3675 | 13340 | ~5,073 | ~4,760 | ~4,790 | |
11.76 | 0.294 | 51960 | ~13,540 | ~12,750 | ~12,850 | |
10.59 | 0.265 | 129000 | ~21,940 | ~20,700 | ~20,890 | |
9.41 | 0.2353 | 230460 | ~39,030 | ~36,930 | ~37,330 | |
8.82 | 0.2205 | 424750 | ~5.41E4 | ~5.13E4 | ~5.19E4 | |
8.24 | 0.206 | 589510 | ~7.7E4 | ~7.32E4 | ~7.41E4 | |
7.75 | 0.1938 | 1180700 | ~1.07E5 | ~1.02E5 | ~1.03E5 | |
7(C) R=-1 | 20.25 | 0.5 | 924 | ~490 | ~450 | ~450 |
18.00 | 0.45 | 2400 | ~730 | ~670 | ~680 | |
15.75 | 0.3938 | 5400 | ~1,220 | ~1,130 | ~1,140 | |
12.80 | 0.32 | 14000 | ~2,800 | ~2,610 | ~2,620 | |
11.25 | 0.2813 | 25000 | ~4,800 | ~4,480 | ~4,500 | |
9.00 | 0.225 | 87315 | ~12,800 | ~11,960 | ~12,040 | |
7.43 | 0.1858 | 170000 | ~31,500 | ~29,500 | ~29,760 | |
8(D) R=0.1 | 4.8 | 0.12 | 4850 | ~5,560 | 14,110 | ~41,040 |
4.0 | 0.1 | 8850 | ~11,930 | ~41,330 | ~1.37E5 | |
3.2 | 0.08 | 22600 | ~41,640 | ~2.04E5 | ~6.02E5 | |
2.4 | 0.06 | 27500 | ~2.79E5 | ~1.83E6 | ~4.09E6 | |
1.6 | 0.04 | 2650000 | ~4.16E6 | ~3.61E7 | ~6.1E7 | |
9(D) R=0.1 | 4.8 | 0.12 | 2190 | ~1,950 | ~3,240 | ~6,570 |
4.0 | 0.1 | 5900 | ~3,790 | ~8,120 | ~21,340 | |
3.2 | 0.08 | 10800 | ~9,100 | ~28,430 | ~9.26E4 | |
2.4 | 0.06 | 27500 | ~41,700 | ~2.08E5 | ~6.25E5 | |
1.6 | 0.04 | 2100000 | ~6.13E5 | ~4.53E6 | ~9.31E6 | |
10(D) R=0.1 | 4.8 | 0.12 | 945 | ~620 | ~650 | ~840 |
4.0 | 0.1 | 1940 | ~1,320 | ~1,900 | ~3,180 | |
3.2 | 0.08 | 4380 | ~2,960 | ~5,670 | ~13,290 | |
2.4 | 0.06 | 10000 | ~9,280 | ~28,260 | ~8.77E4 | |
1.6 | 0.04 | 70500 | ~1.02E5 | ~5.35E5 | ~1.3E6 |