8,5)
Assumptions:
1. For steel, the tensile strength in psi is 500 times the Brinell hardness.
2. The curve in Fig. 8.5 is an accurate representation of the S-N data for steel.
3. For steel, the endurance limit in psi is 250 times the Brinell hardness.
4. For steel, the endurance limit for 10° cycle is 90% of the ultimate strength.
Analysis:
1. Sp’ = 0.5Su in ksi.
2. $ for 103 cycle = 0.9Sy
3.
Sutksi) Sy (ksi) § for 10° cycle (ksi)
95 47.5 85.5
185 92.5 166.5
240 100~125 216
Comments:
1, The relationship Sp’ = 0.5Sy is accurate only to ultimate tensile strength values of
200 ksi. The endurance limit may or may not continue to increase for greater
tensile strength values depending on the composition of the steel. .
2. For 10°-cycle fatigue strength, actual stress is not as high as calculated values
because of significant yielding,
SOLUTION Ge) ig
Four known standard R.R. Moore specimens are given.
Find: Estimate the long-life rotating bending fatigue strength (state whether it is for
108 or 5 x 108 cycles). ~
Schematic and Given Data:
‘Wrought aluminum
Sus 29 ksi
Wrought aluminum
Sa= 73 ksi
High grade
cast alumi
High grade
forged magnesium
Assumptions:
1, The specimen is subjected to pure bending (i.e., zero transverse shear).
2. Figs. 8.8, 8.9, and 8.10 can be used to estimate the fatigue strength of aluminum
and magnesium.
84. Analysis:
From Fig. 8.9, for the wrought aluminum having
Su = 29 ksi, the fatigue strength at 5 x 108 cycles is 12 ksi. =
2. From Fig. 8.9, for the wrought aluminum having
Su = 73 ksi, the fatigue strength at 5 x 108 cycles is 19 ksi. .
3. From Fig. 8.8, for the high grade cast aluminum, the fatigue strength
at 5 x 108 cycles is 11 ksi for sand cast and 15 ksi for permanent mold cast. li
4. From Fig. 8.10, for high grade forged magnesium, the fatigue strength at 108
cycles is 22 ksi.
SOLUTION (8.7)
Known: Standard R.R. Moore test specimens are made of steels having known
ultimate tensile strengths.
Find: Estimate the rotating bending endurance limit and also the 10? cycle fatigué
strength.
Schematic and Given Data:
Assumptions:
1. For steel, the tensile strength in psi is 500 times the Brinell hardness.
2. The curve in Fig. 8.5 is an accurate representation of the S-N data for steel.
3. For steel, the endurance limit in psi is 250 times the Brinell hardness.
4. For steel, the endurance limit for 103 cycle is 90% of the ultimate strength.
Analysis:
1. Sp’ = 0.58, in ksi.
2. $ for 10° cycle = 0.9Sy
3. oO
Syke Sis Stari 10? evele (ksi)
Sfp
160 0 as
280 100~125 252
Comments:
1. The relationship Sn’ = 0.5Sy is accurate only to ultimate tensile strength values of
200 ksi. The endurance limit may or may: not continue to increase for greater
tensile strength values depending on the composition of the steel.
8-52. For the 10°-cycle fatigue strength, the actual stress is not as high as calculated >
values because of significant yielding.
SOLUTION
Known: Standard R.R. Moore test specimens are made of steels having known Brinell
hardness.
Find: Estimate the rotating bending endurance limit and also the 10° cycle fatigue
strength.
Schematic and Given Data:
Assumptions:
1. For steel, the tensile strength in psi is 500 times the Brinell hardness.
2. The curve in Fig. 8.5 is an accurate representation of the S-N data for steel.
3. For steel, the endurance limit in psi is 250 times the Brinell hardness.
4. For steel, the endurance limit for 103 cycle is 90% of the ultimate strength.
3. S for 10° cycle = 0.9Sa
4,
Bho Sa‘tksi) Stor 10" cycle si
200 100 50
350 175 87.5 13. 5
500 250 100~125 225
Comments:
1, The relationship Sp’ = 0.25 Bhn is accurate only to Brinell hardness values of
about 400.
2. For the 10?-cycle fatigue strength, the actual stress is not as high as calculated
values because of significant yielding.
SOLUTION (8.9)
Known: Standard R.R. Moore specimens are subjected to loading.|
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