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Elongational work

Elastic component of elongational work Dissipative component of elongational work Heat capacity per unit volume... [Pg.72]

We begin by remembering the mechanical definition of work and apply that definition to the stretching process of Fig. 3.1. Using the notation of Fig. 3.1, we can write the increment of elastic work we associated with an increment in elongation dL as... [Pg.138]

Fig. 9. Variation of tensile properties and grain stmcture with cold working and annealing A, elongation B, yield stress and C, ultimate tensile stress. Fig. 9. Variation of tensile properties and grain stmcture with cold working and annealing A, elongation B, yield stress and C, ultimate tensile stress.
Fig. 41. Typical stress—strain curve. Points is the yield point of the material the sample breaks at point B. Mechanical properties are identified as follows a = Aa/Ae, modulus b = tensile strength c = yield strength d = elongation at break. The toughness or work to break is the area under the curve. Fig. 41. Typical stress—strain curve. Points is the yield point of the material the sample breaks at point B. Mechanical properties are identified as follows a = Aa/Ae, modulus b = tensile strength c = yield strength d = elongation at break. The toughness or work to break is the area under the curve.
Standard Test Methods for Tire Yarns, Cords, and Woven Fabrics. ASTM standard D885M-94 includes test methods for characterizing tire cord twist, break strength, elongation at break, modulus, tenacity, work-to-break, toughness, stiffness, growth, and dip pickup for industrial filament yams made from organic base fibers, cords twisted from such yams, and fabrics woven from these cords that are produced specifically for use in the manufacture of pneumatic tires. These test methods apply to nylon, polyester, rayon, and aramid yams, tire cords, and woven fabrics. [Pg.90]

Figure 1 also shows the decrease in tensile elongation (a common measure of ductiUty) that accompanies the strength increase with cold working. Whereas these particular rolling curves include up to 70% reduction in thickness, pure copper is capable of being roUed much further without fracturing. [Pg.219]

Beryllium is a light metal (s.g. 1 -85) with a hexagonal close-packed structure (axial ratio 1 568). The most notable of its mechanical properties is its low ductility at room temperature. Deformation at room temperature is restricted to slip on the basal plane, which takes place only to a very limited extent. Consequently, at room temperature beryllium is by normal standards a brittle metal, exhibiting only about 2 to 4% tensile elongation. Mechanical deformation increases this by the development of preferred orientation, but only in the direction of working and at the expense of ductility in other directions. Ductility also increases very markedly at temperatures above about 300°C with alternative slip on the 1010 prismatic planes. In consequence, all mechanical working of beryllium is carried out at elevated temperatures. It has not yet been resolved whether the brittleness of beryllium is fundamental or results from small amounts of impurities. Beryllium is a very poor solvent for other metals and, to date, it has not been possible to overcome the brittleness problem by alloying. [Pg.832]

Selecting an allowable continuous working stress at the required temperature must be a procedure that allows for making an estimation of the elongation at the end of the product s life. For example, if a product will be stressed to 1,700 psi at a temperature of 66°C (150°F), and data are available for 2,000 psi stress at 71°C (160°F), this information plotted on log-log paper should allow to extrapolate the long-term behavior of the material. [Pg.80]

The final step is to calculate the elongation that the product would experience under the selected allowable working stress to see if such an elongation would permit the proper functioning of the product. The elongation could conceivably become the limiting component, and the working stress can be calculated from ... [Pg.310]

When materials are evaluated against each other, the flexural data of those that break in the test cannot be compared unless the conditions of the test and the specimen dimensions are identical. For those materials (most TPs) whose flexural properties are calculated at 5% strain, the test conditions and the specimen are standardized, and the data can be analyzed for relative preference. For design purposes, the flexural properties are used in the same way as the tensile properties. Thus, the allowable working stress, limits of elongation, etc. are treated in the same manner as are the tensile properties. [Pg.311]


See other pages where Elongational work is mentioned: [Pg.248]    [Pg.248]    [Pg.402]    [Pg.5871]    [Pg.54]    [Pg.54]    [Pg.61]    [Pg.72]    [Pg.718]    [Pg.248]    [Pg.248]    [Pg.402]    [Pg.5871]    [Pg.54]    [Pg.54]    [Pg.61]    [Pg.72]    [Pg.718]    [Pg.255]    [Pg.296]    [Pg.427]    [Pg.96]    [Pg.111]    [Pg.114]    [Pg.248]    [Pg.253]    [Pg.458]    [Pg.213]    [Pg.68]    [Pg.350]    [Pg.212]    [Pg.219]    [Pg.970]    [Pg.168]    [Pg.196]    [Pg.142]    [Pg.145]    [Pg.12]    [Pg.46]    [Pg.46]    [Pg.528]    [Pg.529]    [Pg.530]    [Pg.1267]    [Pg.114]    [Pg.180]    [Pg.166]    [Pg.77]    [Pg.85]   
See also in sourсe #XX -- [ Pg.53 ]




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