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                 44   Mechanical Engineering Design
                  Figure 2–9
                                             1.0
                  A plot of the results of 145 tests             S ut
                  of 21 carbon and alloy steels
                                             0.9
                  showing the effect of operating
                  temperature on the yield                    S y
                                           S T /S RT
                  strength S y and the ultimate  0.8
                  strength S ut . The ordinate is
                  the ratio of the strength at the  0.7
                  operating temperature to the
                  strength at room temperature.  0.6
                  The standard deviations were
                  0.0442 ≤ˆσ Sy ≤ 0.152 for S y
                                             0.5
                  and 0.099 ≤ˆσ Sut ≤ 0.11 for  0  RT   200      400       600
                  S ut . (Data source: E. A.             Temperature, °C
                  Brandes (ed.), Smithells Metal
                  Reference Book, 6th ed.,
                                          only a small amount until a certain temperature is reached. At that point it falls off
                  Butterworth, London, 1983
                                          rapidly. The yield strength, however, decreases continuously as the environmental tem-
                  pp. 22–128 to 22–131.)
                                          perature is increased. There is a substantial increase in ductility, as might be expected,
                                          at the higher temperatures.
                                              Many tests have been made of ferrous metals subjected to constant loads for long
                                          periods of time at elevated temperatures. The specimens were found to be permanently
                                          deformed during the tests, even though at times the actual stresses were less than the
                                          yield strength of the material obtained from short-time tests made at the same temper-
                                          ature. This continuous deformation under load is called creep.
                                              One of the most useful tests to have been devised is the long-time creep test under
                                          constant load. Figure 2–10 illustrates a curve that is typical of this kind of test. The
                                          curve is obtained at a constant stated temperature. A number of tests are usually run
                                          simultaneously at different stress intensities. The curve exhibits three distinct regions.
                                          In the first stage are included both the elastic and the plastic deformation. This stage shows
                                          a decreasing creep rate, which is due to the strain hardening. The second stage shows
                                          a constant minimum creep rate caused by the annealing effect. In the third stage the
                                          specimen shows a considerable reduction in area, the true stress is increased, and a
                                          higher creep eventually leads to fracture.
                                              When the operating temperatures are lower than the transition temperature
                                          (Fig. 2–7), the possibility arises that a part could fail by a brittle fracture. This subject
                                          will be discussed in Chap. 5.
                                              Of course, heat treatment, as will be shown, is used to make substantial changes in
                                          the mechanical properties of a material.


                  Figure 2–10
                  Creep-time curve.          1st stage
                                           Creep deformation  2nd stage  3rd stage









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