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Shear deformation potential

Once values for R , Rp, and AEg are calculated at a given strain, the np product is extracted and individual values for n and p are determined from Eq. (4.19). The conductivity can then be calculated from eq. (4.18) after the mobilities are calculated. The hole mobility is the principal uncertainty since it has only been measured at small strains. In order to fit data obtained from elastic shock-loading experiments, a hole-mobility cutoff ratio is used as a parameter along with an unknown shear deformation potential. A best fit is then determined from the data for the cutoff ratio and the deformation potential. [Pg.91]

Fig. 4.10. The conductivity of uniaxially compressed (111) and (100) high purity germanium crystals leads to a determination of the shear deformation potential for the designated valley minima in the energy band (after Davison and Graham [79D01]). Fig. 4.10. The conductivity of uniaxially compressed (111) and (100) high purity germanium crystals leads to a determination of the shear deformation potential for the designated valley minima in the energy band (after Davison and Graham [79D01]).
The shear deformation potential for the (111) and (100) valley minima determined by fits to the data of Fig. 4.10 are shown in Table 4.5 and compared to prior theoretical calculations and experimental observations. The deformation potential of the (111) valley has been extensively investigated and the present value compares favorably to prior work. The error assigned recognizes the uncertainty in final resistivity due to observed time dependence. The distinguishing characteristic of the present value is that it is measured at a considerably larger strain than has heretofore been possible. Unfortunately, the present data are too limited to address the question of nonlinearities in the deformation potentials [77T02]. [Pg.93]

Although the [100] data are quite limited, the shear deformation potential determined is the only measurement for this valley in germanium. At atmospheric pressure and small strains the (100) valley minimum is well above the (111) valley minima and not accessible for measurement. In the present... [Pg.93]

Chapter 4. Physical Properties Under Elastic Shock Compression Table 4.5. Shear deformation potentials. (See Davison and Graham [79D01].)... [Pg.94]

Using the Cauchy-Born rule in conjunction with the Johnson embedded-atom potential, compute the energy of a shearing deformation on (111) planes in the [110] direction. Show that the energy has the form given in fig. 2.14. [Pg.252]

In Eqn. 3 the first term represents the shear deformation, the second term represents the volume change due to the mean stress and the third term represents the volume change due to the sintering potential. A uniform compact of any shape shrinks according to the third term if it is unconstrained and not subject to any external force. Therefore this term as a whole can be determined from free sintering experiment using uniform samples according to that... [Pg.105]

The chain molecule solution will be characterized by a set of rotational isomeric states. After the initial thermalization, this set will still be in a nonequilibrium state due to the overall shear deformation. For the internal torsional angle distribution to relax to equilibrium, it is necessary for the solution liquid structure to relax and the solvent molecule distribution to reach equilibrium. In a concentrated polymer solution, these processes are highly coupled. Rotational isomeric state changes depend on both internal potentials and the local viscosity and are often in the nanosecond range, well above the glass transition for the solution. Total stress relaxation cannot occur any faster than the chains can change their local rotational isomeric states. [Pg.96]

To derive an expression for the chemical potential, suppose that the loading conditions imposed on S" are such that there is no exchange of energy between the material in R and its surroundings outside S". Furthermore, to avoid dissipative shear deformations across S which are not involved in mass transport, it is assumed either that the tangential displacement is continuous across S, which requires that uf — u n nf = u — u n n, or that the shear traction vanishes on S from either side, which requires that = 0. [Pg.609]

To illustrate the applicability of the above general expression, let us consider a specified system a microemulsion containing spherical droplets [D = 0, cf. Eq. (97)]. A typical microemulsion system contains the following components water (yv), oil (o), surfactant (s), cosurfactant (c), and neutral electrolyte (e) see Fig. 12. We choose the dividing surface to be the equimolecular surface with respect to water (i.e., F , = 0). Then, at constant temperature T and chemical potential of the oil phase, (jlq, and for quasistatic processes without shear deformation (7 = 8p = 0), Eq. (101) can be transformed to read [210]... [Pg.336]

The transmission coefficient Cl (Qj,t), considering transient (broadband) sources, is time-dependent and therefore accounts for the possible pulse deformation in the refraction process. It also takes account of the quantity actually computed in the solid (displacement, velocity potential,...) and the possible mode-conversion into shear waves and is given by... [Pg.736]

A sliding plate rheometer (simple shear) can be used to study the response of polymeric Hquids to extension-like deformations involving larger strains and strain rates than can be employed in most uniaxial extensional measurements (56,200—204). The technique requires knowledge of both shear stress and the first normal stress difference, N- (7), but has considerable potential for characteri2ing extensional behavior under conditions closely related to those in industrial processes. [Pg.192]

Mark, Polanyi and Schmid, of the constant resolved shear-stress law, which specifies that a crystal begins to deform plastically when the shear stress on the most favoured potential slip plane reaches a critical value. [Pg.164]

Plastic deformation is a transport process in which elements of displacement are moved by a shear stress from one position to another. Unlike the case of elastic deformation, these displacements are irreversible. Therefore, they do not have potential energy (elastic strain energy) associated with them. Thus, although the deformation associated with them is often called plastic strain, it is a fundamentally different entity than an elastic strain. In this book, therefore, it will be called plastic deformation, and the word strain will be reserved for elastic deformation. [Pg.51]

In the two classic viscometric deformations of simple shear and extension, the appropriate components of Q have very different behaviour. For small shear strains, the shear stress depends on the component Q which has the linear asymptotic form 47/15. This prefactor is the origin of tne constant v in the tube potential of Sect. 3.For large strains, however, Qxy 7 and therefore predicts strong shear-thinning. Physically this comes from the entanglement loss on re-... [Pg.240]

Dynamic mechanical tests measure the response of a material to a periodic force or its deformation by such a force. One obtains simultaneously an elastic modulus (shear, Young s, or bulk) and a mechanical damping. Polymeric materials are viscoelastic-i.e., they have some of the characteristics of both perfectly elastic solids and viscous liquids. When a polymer is deformed, some of the energy is stored as potential energy, and some is dissipated as heat. It is the latter which corresponds to mechanical damping. [Pg.23]

Let us consider a homogeneously, but not hydrostatically, stressed solid which is deformed in the elastic regime and whose structure elements are altogether immobile. If we now isothermally and reversibly add lattice molecules to its different surfaces (with no shear stresses) from the same reservoir, the energy changes are different. This means that the chemical potential of the solid is not single valued, or, in other words, a non-hydrostatically stressed solid with only immobile components does not have a unique measurable chemical potential [J. W. Gibbs (1878)]. [Pg.335]


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See also in sourсe #XX -- [ Pg.350 , Pg.360 ]




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