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Shear strain parameter

Fig. 13. Schematic drawing (top) of the VPI-5 structure and the plot (bottom) of the quadru-pole coupling constants, of Al as a fimction of the shear strain parameter of AIO4 tetra-hedra in aluminate sodalites (A, V), feldspars ( ), and VPI-5 ( ) [112,113]... Fig. 13. Schematic drawing (top) of the VPI-5 structure and the plot (bottom) of the quadru-pole coupling constants, of Al as a fimction of the shear strain parameter of AIO4 tetra-hedra in aluminate sodalites (A, V), feldspars ( ), and VPI-5 ( ) [112,113]...
The permanent shear strain and complex shear modulus test, procedure B (at constant height), using the SST can be used to assess the performance of the bituminous mixture in wheel rutting, by using the shear strain parameter. [Pg.366]

The manner in which the shear strain responds to the shear stress (or vice versa) in this situation defines the mechanical or rheological classification of the material. The parameters in any quantitative functional relation between the stress and strain are the rheological properties of the material. It is noted that the shear stress has dimensions of force per unit area (with units of, e.g., Pa, dyn/cm2, lbf/ft2) and that shear strain is dimensionless (it has no units). [Pg.56]

A Newtonian fluid is one in which the ratio of shear stress to the rate of shear strain is constant. This parameter is the viscosity t]. That is,... [Pg.53]

Fig. 2.51 Effect of reciprocating shear (strain amplitude, k = 200%) on the ODT of an /pep = 0.55 PEP-PEE diblock (Koppi etal. 1993). Here y denotes the shear rate.The equilibrium order-disorder transition (, A) and disordered state stability limit (A.O) are shown. The upper curve is a fit to the scaling relation Tom y2- The lower curve represents the. scaling rs(A) A-i,3Todt> where A = y/y, with y an adjustable, parameter. Points given by and O were obtained at fixed temperature by varying y, while those represented by A and A were determined by varying the temperature at fixed y. Fig. 2.51 Effect of reciprocating shear (strain amplitude, k = 200%) on the ODT of an /pep = 0.55 PEP-PEE diblock (Koppi etal. 1993). Here y denotes the shear rate.The equilibrium order-disorder transition (, A) and disordered state stability limit (A.O) are shown. The upper curve is a fit to the scaling relation Tom y2- The lower curve represents the. scaling rs(A) A-i,3Todt> where A = y/y, with y an adjustable, parameter. Points given by and O were obtained at fixed temperature by varying y, while those represented by A and A were determined by varying the temperature at fixed y.
It is important to quantify the dynamic viscoelastic properties of the materials. Normally the analysis of these systems is performed using the frequency as the variable, and the relationship between the dynamic parameters and the parameters for step-function suppose the application of an oscillatory shear strain with angular frequency w expressed as ... [Pg.46]

A Parameter for the temperature dependence of the shear strain rate... [Pg.196]

Chadi and Martin (1976) used essentially the same LCAO parameters that are given in the Solid State Table to obtain the energies at the two special points in the Brillouin Zone. They then redetermined the wave numbers of the special points for the distorted crystal and recalculated the energy. The clastic distortion which they used is a shear strain, in which there is no change in bond length to first order in the strain thus the radial force constant ofEq. (8-1) docs not enter the calculation. That strain can be written as... [Pg.183]

Lodge Meissner rule unsatisfied (2 slip parameters). Oscillations in transient stress growth. Negative relaxation modulus in large step shear strain. [Pg.193]

Materials can show linear and nonlinear viscoelastic behavior. If the response of the sample (e.g., shear strain rate) is proportional to the strength of the defined signal (e.g., shear stress), i.e., if the superposition principle applies, then the measurements were undertaken in the linear viscoelastic range. For example, the increase in shear stress by a factor of two will double the shear strain rate. All differential equations (for example, Eq. (13)) are linear. The constants in these equations, such as viscosity or modulus of rigidity, will not change when the experimental parameters are varied. As a consequence, the range in which the experimental variables can be modified is usually quite small. It is important that the experimenter checks that the test variables indeed lie in the linear viscoelastic region. If this is achieved, the quality control of materials on the basis of viscoelastic properties is much more reproducible than the use of simple viscosity measurements. Non-linear viscoelasticity experiments are more difficult to model and hence rarely used compared to linear viscoelasticity models. [Pg.3134]

The same parameters can also be determined by applying a constant shear stress to the interface and measuring the resulting shear strain as a function of time (see fig. 3.40), so-called interfacial creep tests. At t = 0, a shear stress is suddenly applied, and kept constant thereafter. For ideally viscous monolayers a steady increase of the shear strain with t will be observed, while for an elastic material the observed strain will be instantaneous and constcmt in time. For a viscoelastic material, as in fig. 3.40, there is first am Instantaneous increase AB in the strain, the elastic response followed by a delayed elastic response BC and a viscous... [Pg.309]

The parameter related to the bond angle is called the shear strain lilrl, defined as... [Pg.280]

A standard set of reference axes and equations to describe spontaneous strains is now well established (Schlenker et al. 1978, Redfern and Salje 1987, Carpenter et al. 1998a). The orthogonal reference axes, X, Y and Z, are selected so that Y is parallel to the crystallographic y-axis, Z is parallel to the normal to the (001) plane (i.e. parallel to c ) and X is perpendicular to both. The +X direction is chosen to conform to a right-handed coordinate system. Strain is a second rank tensor three linear components, cn, 622 and 33 are tensile strain parallel to X, Y and Z respectively and co, 623, eu are shear strains in the XZ, YZ and XY planes, respectively. The general equations of Schlenker et al. (1978) define the strains in terms of the lattice parameters of a crystal (a, b, c, a, P, y, where P is the reciprocal lattice angle) with respect to the reference state for the crystal ( , bo, Co, cto, Po,Yo) ... [Pg.40]

Fig. 21 Steady state incoherent intermediate scattering functions d> (r) as functions of accumulated strain yt for various shear rates y the data were obtained in a col loidal hard sphere dispersion at packing fraction Fig. 21 Steady state incoherent intermediate scattering functions d> (r) as functions of accumulated strain yt for various shear rates y the data were obtained in a col loidal hard sphere dispersion at packing fraction </) = 0.62 (at s 0.07) using confocal microscopy [30] the wavevector points in the vorticity (z) direction and has q = 3.8// (at the peak of Sq). The effective Peclet numbers Pceff = 4/ -y/Ds are estimated with the short time self diffusion coefficient Dj Do/10 at this concentration [15]. ISHSM calculations with separation parameter e = 0.066 at qR = 3.9 (PY-,S(, peaking at qR = 3.5), and for strain parameter /c = 0.033. are compared to the data for the Pe ff values labeled. The yielding master function at Peeft = 0 lies in the data curves which span 0.055 < Pceff < 0.45. but discussion of the apparent systematic trend of the experimental data would require ISHSM to approximate better the shape of the final relaxation process from [45]...

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See also in sourсe #XX -- [ Pg.228 , Pg.230 ]




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