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Local effective stress

Stress induces during drying is due to temperatiu profiles and pressure profiles in the ceramic green body. The effective local stress, o-g, is given by [26]... [Pg.707]

Maximum Reactions for Complex Systems For miiltianchor systems and for two-anchor systems with intermediate restraints, Eqs. (10-105) and (10-106) are not apphcable. Each case must be studied to estimate the location, nature, and extent of local overstrain and its effect on stress distribution and reactions. [Pg.1001]

The effect of these small cracks is to concentrate the stress at localised points within the specimen. Figure 7.4 illustrates how this happens, using lines to indicate the stress distribution in the sample. For the unnotched specimen, (a), the stress is uniformly distributed throughout the material. However, for the notched specimen, (b), the lines of stress can be seen to converge at the notch tip, this giving a local stress greater than the apparent applied stress. When this happens, the breaking stress, will occur in the material at an actual stress somewhat less than this. As a result, the material as a whole is weaker than predicted on the basis of is chemical composition. [Pg.101]

Many subtleties associated with ED, for instance, accompanying thermodynamic cooling issues, failure processes, and effects of localized stresses, are discussed in detail in the extensive review on this topic by Briscoe et al. Other workers have observed similar fracture effects arising from rapid temperature increases while maintaining pressure the connection with ED is via Henry s law linking dissolved gas concentration and solubility coefficient, and the fact that solubility coefficient decreases (in an Arrhenius fashion, as it happens) for readily condensable (i.e., less volatile) gases when temperature increases. [Pg.650]

Host irradiated polymers show a continuing change in properties for a long period after irradiation. These post-irradiation effects may be attributed to (1) trapped radicals which react slowly with the polymer molecules and with oxygen which diffuses into the polymer (2) peroxides formed by irradiation in the presence of air or trapped within polymers irradiated in vacuum or an inert atmosphere) and slowly decompose with formation of reactive radicals, usually leading to scission, (3) trapped gases in glassy and crystalline polymers which cause localized stress concentrations. [Pg.12]

A comprehensive list of behavioral phenomena and physical attributes affecting the strength and stability of steel frames is compiled in White 1991. Some of the items listed include initial imperfections, residual stresses, initial strains, construction sequence, effects of simultaneous axial force, shear and moment on section capacities, P-dclta effect, local buckling and spread of inelastic zones in members. A similar list of items could be compiled for reinforced concrete and other structural materials. It is clear that a comprehensive advanced analysts can become quite... [Pg.47]

The explanation of the effect of secondary inclusions on the delocalization of shear banding is based on the concept of modification of the local stress fields and achieving favorable distribution of stress concentrations in the matrix due to presence of inclusions. This leads to a reduction in the external load needed to initiate plastic deformation over a large volume of the polymer. As a result, plastically deformed matter is formed at the crack tip effectively reducing the crack driving force. Above approximately 20 vol% of the elastomer inclusions. [Pg.49]

Let us return to the reduction of shear stress at the crack tip due to the emission of dislocations. Figure 14-9 illustrates a possible stress reduction mechanism. It can be seen that the tip of a crack is no longer atomically sharp after a dislocation has been emitted. It is the interaction of the external stress field with that of the newly formed dislocations which creates the local stress responsible for further crack growth. Thus, the plastic deformation normally impedes embrittlement because the dislocations screen the crack from the external stress. Theoretical calculations are difficult because the lattice distortions of both tension and shear near the crack tip are large so that nonlinear behavior is expected. In addition, surface effects have to be included. [Pg.349]

An approximate model for the rate of boundary motion can be developed if it is assumed that the rate of dislocation climb is diffusion limited [2], Neglecting any effects of the dislocation motion and the local stress fields of the dislocations on... [Pg.308]


See other pages where Local effective stress is mentioned: [Pg.707]    [Pg.693]    [Pg.707]    [Pg.693]    [Pg.541]    [Pg.216]    [Pg.325]    [Pg.141]    [Pg.153]    [Pg.485]    [Pg.207]    [Pg.578]    [Pg.1148]    [Pg.1322]    [Pg.41]    [Pg.453]    [Pg.508]    [Pg.236]    [Pg.237]    [Pg.35]    [Pg.306]    [Pg.506]    [Pg.114]    [Pg.85]    [Pg.113]    [Pg.28]    [Pg.35]    [Pg.227]    [Pg.10]    [Pg.12]    [Pg.18]    [Pg.432]    [Pg.245]    [Pg.142]    [Pg.174]    [Pg.174]    [Pg.175]    [Pg.383]    [Pg.266]    [Pg.1484]    [Pg.249]   
See also in sourсe #XX -- [ Pg.707 , Pg.768 ]




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