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Internal resisting moment

The internal resisting moment, or resistance to outside bending forces, can be found by computing the total resultant compression Ci in the balanced fabric, total resultant compression C2 in the mat, finding the distances Oj and O2 between the lines of action of these two resultants and the line of action of the total resultant tension T in the roving, computing the values QO and QD, and adding. [Pg.801]

Structural dements resist blast loads by developing an internal resistance based on material stress and section properties. To design or analyze the response of an element it is necessary to determine the relationship between resistance and deflection. In flexural response, stress rises in direct proportion to strain in the member. Because resistance is also a function of material stress, it also rises in proportion to strain. After the stress in the outer fibers reaches the yield limit, (lie relationship between stress and strain, and thus resistance, becomes nonlinear. As the outer fibers of the member continue to yield, stress in the interior of the section also begins to yield and a plastic hinge is formed at the locations of maximum moment in the member. If premature buckling is prevented, deformation continues as llic member absorbs load until rupture strains arc achieved. [Pg.162]

Variation in internal resistance can be related to the strain because stress in a member is a function of the strain experienced at a given point. Deformation of a key point on the member can also be related to the strain producing a relationship between resistance and deflection as shown by the curve in Figure 5.1, Elastic resistance is the level at which the material reaches yield at the location of maximum moment in the member, Beyond the point of first yield of a member, plastic regions are formed in the section and an clastic-plastic condition occurs. Internal resistance... [Pg.162]

Mrinternal bending moment resistance of the cross-section... [Pg.63]

Figure 3.6 illustrates the current supplied by the battery and the voltage at its terminals during cold startup of a 2 L-cylinder diesel engine. The peak current supplied by the battery (which is more powerful, specified at 61 Ah 600 A, with internal resistance 6 m 2) is 685 A. The voltage at the terminals of the battery (right-hand scale) drops to 7.7 V at the moment of the peak current. The amount of electricity summoned by the starter motor in 125 mAh, which is around 0.2% of the battery s capacity. [Pg.93]

The simplest physical idealization of the film that incorporates bending resistance is that of an elastic plate which admits extensional and bending deformation but no shear deformation this model is known commonly as a Kirchhoff plate. The boundary value problem is illustrated schematically in Figure 4.4, where the film and the substrate have been separated to show the shear stress distribution q x) and the normal stress distribution p x) together which represent interaction between the film and substrate. Also shown acting on a section of the film at distance x from the edge is an internal extensional force t x), an internal shear force s x) and an internal bending moment m x), all measured per unit thickness in the j/—direction. [Pg.247]

Recently, at an international conference, during the afternoon off when we were all ambling in the sunshine, a young Algerian student asked me for a word of wisdom . What elderly scholar can resist such a dewy-eyed approach from youth So 1 reflected for a moment and then told him Remember that there is not really such... [Pg.519]

Since the copper has a much lower resistance than the cobalt, the majority electrons that are confined to the copper layers will make a large contribution to the conductivity as can be seen in Figure 9. The contribution is lower when the cobalt moments are antiparallel because the electrons with large values of ky will only undergo total internal reflection on one side. The wave guide effect is most effective in increasing the GMR when the interfaces are smooth on an atomic scale, because it depends on the conservation of k,. [Pg.273]

Joints Pipe must be joined to pipe and to other components. Optimum design requires a minimum of assembly labor and provides the same resistance possessed by the pipe to (1) internal pressure as regards both rupture and leakage, (2) bending moments arising from spanning long distances between supports or from thermal expansion... [Pg.772]

In a rotational viscometer the solution is filled in the annulus between two concentric cylinders of which either the external (Couette-Hatschek type) or the internal (Searle type) cylinder rotates and the other, which is connected to a torsion-measuring device, is kept in position. Let R, and Ro be the radii of the inner and outer cylinders, h the height of the cylinder which is immersed in the solution or its equivalent height if end effects are present, a> the angular velocity of the rotating cylinder, and T the torque (or moment of force) required to keep the velocity constant against the viscous resistance of the solution. It can be shown that the shearing stress (see, for example, Reiner, 1960) ... [Pg.378]

From the theoretical point of view, as has already been said in Section II, difficulties encountered are much greater than for the interpretation of dipole moments. At the present time, there is no hope of elaborating a complete theory based on the correct values of the internal field and accounting, in a rigorous manner, for all types of interaction. Even if one considers the individual polymer chains as independent of one another and of the solvent, the task of describing the movement of the resultant dipole is still quite overwhelming. In fact, consideration must be given to the simultaneous movements of the molecule as a whole, of the statistical elements, and of each dipole unit. In order to move, each molecule, submolecule, or dipole must overcome the viscous resistance of the... [Pg.107]

Kronig and Brink (K5) used the Fourier-Poisson equation to derive equations for the temperature distribution and heat transfer inside a drop with internal circulation described by Eq. (23). Assuming that diffusion is negligible along internal streamlines and that the isotherms at any particular moment coincide with the streamlines, and disregarding external film resistance, they obtained the following equation for the transfer efficiency ... [Pg.233]


See other pages where Internal resisting moment is mentioned: [Pg.801]    [Pg.214]    [Pg.801]    [Pg.214]    [Pg.608]    [Pg.165]    [Pg.112]    [Pg.949]    [Pg.949]    [Pg.960]    [Pg.863]    [Pg.18]    [Pg.87]    [Pg.88]    [Pg.223]    [Pg.227]    [Pg.173]    [Pg.772]    [Pg.783]    [Pg.860]    [Pg.1026]    [Pg.1107]    [Pg.15]    [Pg.1120]    [Pg.1121]    [Pg.1123]    [Pg.1124]    [Pg.953]    [Pg.953]    [Pg.964]    [Pg.3]    [Pg.109]    [Pg.202]    [Pg.540]    [Pg.141]    [Pg.324]   
See also in sourсe #XX -- [ Pg.801 ]

See also in sourсe #XX -- [ Pg.801 ]




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Internal resistance

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