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THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS 33.22
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PERFORMANCE OF ENGINEERING MATERIALS
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FIGURE 33.14 Relationship between ideal diameter DI, carbon content, and grain size. (From [33.4] with permission of Pitman Publishing Ltd., London.)
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TABLE 33.11 Ladle Analysis and Multiplying Factors for 8640 Steel, Grain Size 8
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THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS 33.23
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THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS
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FIGURE 33.15 Relation between ideal critical diameter and the ratio of initial hardness IH to distant hardness DH. (From [33.4] with permission of Pitman Publishing Ltd., London.)
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1-in-diameter quenched and tempered bar, and that the tensile specimen was taken from the center of that bar for plain carbon steels. Alloy-steel quenched and tempered bars were 0.532 in in diameter machined to a standard 0.505-in-diameter specimen. From the traverse of strengths in the previous array, it is clear that central and surface properties differ. In addition, the designer needs to know the properties of the critical location in the geometry and at condition of use. Methods of estimation such as the Crafts and Lamont addition method and the Grossmann and Fields multiplication method are useful prior to or in the absence of tests on the machine part.
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THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS 33.24
PERFORMANCE OF ENGINEERING MATERIALS
FIGURE 33.16 Predicted Jominy signature for a 8640 steel with softening produced by 2-hour tempering at 1000 F.
These methods have produced for a 4-in round of 8640, quenched in oil (H = 0.35) from 1575 F, and tempered for 2 hours at 1000 F, the property estimates displayed as Table 33.16. Reference [33.6] is a circular slide rule implementation of the multiplication method of Grossmann and Fields. Current efforts are directed toward refining the information rather than displacing the ideas upon which Secs. 33.5 and 33.6 are based ([33.7], [33.8]). Probabilistic elements of the predicted Jominy curve are addressed in Ho [33.9].
TABLE 33.12 Prediction of Jominy Curve for 8640 Steel by Multiplication Method of Grossmann and Fields
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THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS 33.25
THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS
FIGURE 33.17 Effect of chromium on resistance to softening at various tempering temperatures. (From [33.4] with permission of Pitman Publishing Ltd., London.)
FIGURE 33.18 Effect of nickel on resistance to softening at various tempering temperatures. (From [33.4] with permission of Pitman Publishing Ltd., London.)
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THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS 33.26
PERFORMANCE OF ENGINEERING MATERIALS
FIGURE 33.19 Effect of molybdenum on resistance to softening at various tempering temperatures. (From [33.4] with permission of Pitman Publishing Ltd., London.)
TABLE 33.13 Tempered Hardness and Ultimate Strength at Jominy Distances Due to Softening after Tempering 8640 Steel 2 Hours at 1000 F
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THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS 33.27
THE STRENGTH OF COLD-WORKED AND HEAT-TREATED STEELS
TABLE 33.14 Surface Ultimate Strength of 8640 Steel Tempered for 2 Hours at 1000 F as a Function of Diameter of Round
TABLE 33.15 Ultimate and Yield Strength Traverse of a 4in-Diameter Round of 8640 Steel Tempered 2 Hours at 1000
FIGURE 33.20 Variation on surface ultimate strength for 8640 steel oil-quenched (H = 0.35) from 1575 F and tempered for 2 hours at 1000 F as a function of diameter of round.
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