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                                                                               Fatigue Failure Resulting from Variable Loading  291
                       Table 6–4                Temperature, °C       S T/S RT     Temperature, °F       S T/S RT

                       Effect of Operating             20              1.000               70            1.000
                       Temperature on the              50              1.010              100            1.008
                       Tensile Strength of            100              1.020              200            1.020
                       Steel.* (S T = tensile         150              1.025              300            1.024
                       strength at operating          200              1.020              400            1.018
                       temperature;                   250              1.000              500            0.995
                       S RT = tensile strength        300              0.975              600            0.963
                       at room temperature;           350              0.943              700            0.927
                       0.099 ≤ˆσ ≤ 0.110)             400              0.900              800            0.872
                                                      450              0.843              900            0.797
                                                      500              0.768             1000            0.698
                                                      550              0.672             1100            0.567
                                                      600              0.549

                                               *Data source: Fig. 2–9.


                                               Finally, it may be true that there is no fatigue limit for materials operating at high tem-
                                               peratures. Because of the reduced fatigue resistance, the failure process is, to some
                                               extent, dependent on time.
                                                  The limited amount of data available show that the endurance limit for steels
                                               increases slightly as the temperature rises and then begins to fall off in the 400 to 700°F
                                               range, not unlike the behavior of the tensile strength shown in Fig. 2–9. For this reason
                                               it is probably true that the endurance limit is related to tensile strength at elevated tem-
                                                                                         18
                                               peratures in the same manner as at room temperature. It seems quite logical, therefore,
                                               to employ the same relations to predict endurance limit at elevated temperatures as are
                                               used at room temperature, at least until more comprehensive data become available. At
                                               the very least, this practice will provide a useful standard against which the perfor-
                                               mance of various materials can be compared.
                                                  Table 6–4 has been obtained from Fig. 2–9 by using only the tensile-strength data.
                                               Note that the table represents 145 tests of 21 different carbon and alloy steels. A fourth-
                                               order polynomial curve fit to the data underlying Fig. 2–9 gives

                                                                                 −3
                                                                                                −5
                                                              k d = 0.975 + 0.432(10 )T F − 0.115(10 )T 2
                                                                                                   F
                                                                                                               (6–27)
                                                                            −8
                                                                                3
                                                                   + 0.104(10 )T − 0.595(10 −12 )T  4
                                                                                F              F
                                                                  ◦
                                               where 70 ≤ T F ≤ 1000 F.
                                                  Two types of problems arise when temperature is a consideration. If the rotating-
                                               beam endurance limit is known at room temperature, then use
                                                                                   S T
                                                                             k d =                             (6–28)
                                                                                  S RT
                                               18 For more, see Table 2 of ANSI/ASME B106. 1M-1985 shaft standard, and E. A. Brandes (ed.), Smithell’s
                                               Metals Reference Book, 6th ed., Butterworth, London, 1983, pp. 22–134 to 22–136, where endurance limits
                                               from 100 to 650°C are tabulated.
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