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Even stress distribution

Fig. 4.3-4 (ABC) gives the superimposed stress distribution in the walls of a two-layered vessel under internal pressure. It can be clearly recognized that the compressive tangential prestresses by shrink-fitting (Fig. 4.3- 4B) are decreased at the inner layer and increased at the outer layer towards a more even stress distribution (Fig. 4.3- 4 C) compared to that for a monobloc cylinder (Fig. 4.3- 4A). The theoretical fundamentals for the dimensioning of shrink-fit multilayer cylinders can be taken from [2][8][9]. Fig. 4.3-4 (ABC) gives the superimposed stress distribution in the walls of a two-layered vessel under internal pressure. It can be clearly recognized that the compressive tangential prestresses by shrink-fitting (Fig. 4.3- 4B) are decreased at the inner layer and increased at the outer layer towards a more even stress distribution (Fig. 4.3- 4 C) compared to that for a monobloc cylinder (Fig. 4.3- 4A). The theoretical fundamentals for the dimensioning of shrink-fit multilayer cylinders can be taken from [2][8][9].
The main function of the resin is, to provide an even stress distribution over the fibres. The mechanical properties of the composite depend, in the first place, on the amount of glass and on its distribution over the matrix. [Pg.230]

Even stress distribution in the bond line is a fundamental principle of bonding technology. An explanation is given in Fig. 8, where the load bearing capability of rigid, elastic and flexible structural bonding is compared with respect to the bond overlap. The load bearing capability is the area below the curve of the stress level. [Pg.362]

A further discussion is given in the Section 6.2.1. Principal Advantages under Even Stress Distribution . [Pg.364]

Alternatively, reactant and product gases can be distributed to and removed from individual cells through internal pipes in a design analogous to that of filter presses, (iare must be exercised to assure an even flow distribution between the entiv and exit cells. The seals in internally manifolded stacks are generally not subject to electrical, thermal, and mechanical stresses, but are more numerous than in externally manifolded stacks. [Pg.2411]

Even if satisfactory equations of state and constitutive equations can be developed for complex fluids, large-scale computation will still be required to predict flow fields and stress distributions in complex fluids in vessels with complicated geometries. A major obstacle is that even simple equations of state that have been proposed for fluids do not always converge to a solution. It is not known whether this difficulty stems from the oversimplified nature of the equatiorrs, from problems with ntrmerical mathematics, or from the absence of a lamirrar steady-state solution to the eqrratiorrs. [Pg.87]

Upon loading a void-containing material, a certain stress distribution in the sample will develop that proceeds and determines the following deformation. Typically the voids (or other dispersed phase) will tend to concentrate stresses to interphases between materials of different modulus. Even though no complete picture exists of what will happen upon deformation, such a stress description may give a better understanding of the relation between stress concentrations in the sample due to the voids and the final fracture behavior. [Pg.223]

Sandorf, 1980 Whitney, 1985 Whitney and Browning, 1985). According to the classical beam theory, the shear stress distribution along the thickness of the specimen is a parabolic function that is symmetrical about the neutral axis where it is at its maximum and decreases toward zero at the compressive and tensile faces. In reality, however, the stress field is dominated by the stress concentration near the loading nose, which completely destroys the parabolic shear distribution used to calculate the apparent ILSS, as illustrated in Fig 3.18. The stress concentration is even more pronounced with a smaller radius of the loading nose (Cui and Wisnom, 1992) and for non-linear materials displaying substantial plastic deformation, such as Kevlar fiber-epoxy matrix composites (Davidovitz et al., 1984 Fisher et al., 1986), which require an elasto-plastic analysis (Fisher and Marom, 1984) to interpret the experimental results properly. [Pg.64]

Of the three physical properties covered in this chapter, optical properties have the least importance in composite and biological applications. This is not to say that there are no applications of optical properties in composites or biological materials. There are indeed, such as the use of birefringence in the analysis of stress distribution and fiber breakage in fiber-matrix composites [14] and in the development of materials for ophthalmic implants such as intraocular devices [15]. These topics are beyond the scope of this text, however, even as optional information, and introduce no new concepts from a material property standpoint. There are many interesting articles and... [Pg.676]

The test was investigated by Painter13 who showed that the stress is concentrated at the tips of the cones. The stress distribution is not even and the action is not pure tension but involves peel and shear forces. Painter s results showed that failure occurred at the interface rather than in the rubber... [Pg.366]

Any exact theory, unless the geometry is simple, involves hopelessly complicated calculations of stress distributions even if the elements are large enough for these to be valid (which is not the case for small assemblies of polymer chains). In principle (see e.g. Chen and Young91 ) any geometry may be treated, but ellipsoids and parallelepipeds are the most usual. [Pg.111]

Figures 10.31 and 10.32 show the stress distribution in the electrolyte for the three-cell and ten-cell stack models, respectively, as calculated from the temperature distributions shown in Figures 10.16 and 10.17. It is observed that the maximum tensile stress in the electrolyte increases with the temperature difference in the electrolyte. For the 5th cell from the top in the ten-cell stack model, where the temperature difference in the electrolyte is the largest, the maximum tensile stress is as large as 220 MPa this is much larger than that for the single-cell stack. This suggests that if the number of cells increases, the cell stack will be damaged even under smaller heat generation. To obtain an even temperature distribution, a separator or an interconnector which has a good thermal conductance must be used for the stack. Metallic interconnectors are good candidate because the thermal conductance... Figures 10.31 and 10.32 show the stress distribution in the electrolyte for the three-cell and ten-cell stack models, respectively, as calculated from the temperature distributions shown in Figures 10.16 and 10.17. It is observed that the maximum tensile stress in the electrolyte increases with the temperature difference in the electrolyte. For the 5th cell from the top in the ten-cell stack model, where the temperature difference in the electrolyte is the largest, the maximum tensile stress is as large as 220 MPa this is much larger than that for the single-cell stack. This suggests that if the number of cells increases, the cell stack will be damaged even under smaller heat generation. To obtain an even temperature distribution, a separator or an interconnector which has a good thermal conductance must be used for the stack. Metallic interconnectors are good candidate because the thermal conductance...
Stiffness is the resistance of an object to deformation and is represented by a modulus (see section 10.2.1). The modulus is defined as stress per unit strain (which is dimensionless) and hence has stress units. Although even in the uniaxial compression of a homogeneous cylindrical or rectangular specimen the stresses distribution is far from being uniform, one can still use the average stress, the measured force divided by the specimen s cross-sectional area, for the modulus calculation. [Pg.187]

It is now evident that if the above stress distribution in a horizontally stratified sand/shale sequence were to persist even after the truncation of a particular shale bed by the fault, then this hydrostatically stressed source bed would be put in juxtaposition with a sand at a much lower horizontal stress. In con-... [Pg.44]

At the subsequent time instances not shown here, the pressure gradient becomes positive again, so the medium moves to the right again. Further, the described medium motion is periodically repeated. It should be noted that, even for this frequency, a small lag takes place between the motion and the pressure change the velocity in the duct does not equal exactly to zero for the zero pressure gradient at the time moments close to 6. The shear stress distributions in the duct follow basically to the stationary law, by reducing linearly from a certain stress on the wall r0(f) to zero on the duct axis the curve bends near the walls are very small. [Pg.98]


See other pages where Even stress distribution is mentioned: [Pg.207]    [Pg.153]    [Pg.728]    [Pg.355]    [Pg.367]    [Pg.373]    [Pg.463]    [Pg.573]    [Pg.340]    [Pg.1204]    [Pg.207]    [Pg.153]    [Pg.728]    [Pg.355]    [Pg.367]    [Pg.373]    [Pg.463]    [Pg.573]    [Pg.340]    [Pg.1204]    [Pg.31]    [Pg.87]    [Pg.222]    [Pg.233]    [Pg.234]    [Pg.312]    [Pg.174]    [Pg.175]    [Pg.157]    [Pg.61]    [Pg.239]    [Pg.511]    [Pg.441]    [Pg.112]    [Pg.154]    [Pg.117]    [Pg.1607]    [Pg.299]    [Pg.301]    [Pg.780]    [Pg.297]   
See also in sourсe #XX -- [ Pg.362 , Pg.367 , Pg.368 , Pg.369 , Pg.460 ]




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Stress distribution

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