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Externally applied stress

During pressure sintering, interiDarticle compressive stress, approximated by the externally applied stress and nonnalized by the relative density of the compact p, supplements the surface tension driving force for pore shrinkage ... [Pg.2771]

Other distinct classes of wood in a tree include the portion formed in the first 10—12 years of a tree s growth, ie, juvenile wood, and the reaction wood formed when a tree s growth is distorted by external forces. Juvenile fibers from softwoods are slightly shorter and the cell walls thinner than mature wood fibers. Reaction wood is of two types because the two classes of trees react differentiy to externally applied stresses. Tension wood forms in hardwoods and compression wood forms in softwoods. Compression wood forms on the side of the tree subjected to compression, eg, the underside of a leaning tmnk or branch. Tension wood forms on the upper or tension side. Whereas in compression wood, the tracheid cell wall is thickened until the lumen essentially disappears, in tension wood, tme fiber lumens are filled with a gel layer of hemiceUulose. [Pg.247]

We will confine ourselves to those applications concerned with chemical analysis, although the Raman microprobe also enables the stress and strain imposed in a sample to be examined. Externally applied stress-induced changes in intramolecular distances of the lattice structures are reflected in changes in the Raman spectrum, so that the technique may be used, for example, to study the local stresses and strains in polymer fibre and ceramic fibre composite materials. [Pg.54]

Fig. 5. The piezospectroscopic behavior of the two ls-like levels of differently oriented, trigonal shallow acceptor complexes, based on the equivalent stress model, (a) Trigonal distortion equivalent to a stress of + 0.205 kbar (tensional). (b) Trigonal distortion equivalent to a stress of —0.810 kbar (compressional). Roman numerals denote the four possible orientations of the complexes. A4 and A5 6 denote the representations of C3v according to which the states transform in the absence of externally applied stress. The energy shifts are shown for externally applied compressional stress under applied tensional stress, the behavior of (a) and (b) is reversed, as explained in the text. Fig. 5. The piezospectroscopic behavior of the two ls-like levels of differently oriented, trigonal shallow acceptor complexes, based on the equivalent stress model, (a) Trigonal distortion equivalent to a stress of + 0.205 kbar (tensional). (b) Trigonal distortion equivalent to a stress of —0.810 kbar (compressional). Roman numerals denote the four possible orientations of the complexes. A4 and A5 6 denote the representations of C3v according to which the states transform in the absence of externally applied stress. The energy shifts are shown for externally applied compressional stress under applied tensional stress, the behavior of (a) and (b) is reversed, as explained in the text.
Let us derive the force F which is exerted by an externally applied stress field a (or rather o) on a unit length segment of a dislocation. If this segment is differentially displaced by d/, the (surface) force is a-dA (cL4 = s-dr), and by this displacement the shift, b, of atoms on opposite sides of cL4 extracts an amount of work... [Pg.46]

Let us first ask to what extent homogeneous stresses influence the mobilities of structure elements. We know that the temperature dependence of mobilities is adequately described by an Arrhenius equation, which reflects the applicability of the Boltzmann distribution for atoms in their activated states (Section 5.1.2). Let us therefore reformulate the question and ask in which way the activated states of mobile SE s are influenced by externally applied stresses and self-stresses. If we take into account the periodicity of the crystal and assume its SE s to reside in harmonic... [Pg.336]

Thus, before we consider the response of particulate systems to externally applied stresses, we must know whether the shear and normal stresses at any point and orientation are above the values specified by the equality of Eq. 4.1-1. Furthermore, since there are two kinds of particulate solids, the noncohesive (free-flowing) and the cohesive, we... [Pg.149]

An externally applied stress will affect the internal strain and the domain structures will respond this process is termed the ferroelastic effect. Compression will favour polar orientations perpendicular to the stress while tension will favour a parallel orientation. Thus the polarity conferred by a field through 90° domain changes can be reversed by a compressive stress in the field direction. Stress will not affect 180° domains except in so far as their behaviour may be coupled with other domain changes. [Pg.355]

The early molecular theories of rubber elasticity were based on models of networks of long chains in molecules, each acting as an entropic spring. That is, because the configurational entropy of a chain increased as the distance between the atoms decreased, an external force was necessary to prevent its collapse. It was understood that collapse of the network to zero volume in the absence of an externally applied stress was prevented by repulsive excluded volume (EV) interactions. The term nonbonded interactions was applied to those between atom pairs that were not neighboring atoms along a chain and interacting via a covalent bond. [Pg.3]

How do the techniques described above work First, a coarse premix emulsion is made. Then, when the premix is subjected to an intense flow field, the droplets are broken apart by the forces exerted by the flow around the droplets. If one applies a force that is bigger than the forces that keep a droplet together, the droplet will be disrupted. The ratio of the externally applied stress and the internal, coherent tension is called the Weber number. For many situations this is defined as ... [Pg.317]

The fractal dimension D is used to quantify the micro structure of the fat crystal networks, where d is the Euclidean dimension, x is the backbone fractal dimension that is estimated between 1 and 1.3. The backbone fractal dimension describes the tortuosity of the effective chain of stress transduction within a cluster of particles yielding under an externally applied stress (Shih et al. 1990 Kantor and Webman 1984). [Pg.397]

Fig. 8.11, Schematic illustration of stress formation and stress relaxation by cracking at the tip of a crack with length C. a and Oc are the externally applied stress and the stress at the crack tip respectively. Zone I is the stress relief zone, w represents the irregular drying front zone w, in zone II... Fig. 8.11, Schematic illustration of stress formation and stress relaxation by cracking at the tip of a crack with length C. a and Oc are the externally applied stress and the stress at the crack tip respectively. Zone I is the stress relief zone, w represents the irregular drying front zone w, in zone II...
As an application of the ideas on dislocation pile-ups described in section 11.4.2, consider a pile-up of three dislocations in which the leading dislocation i , fixed at (0,0). The other dislocations have coordinates (xi, 0) and (X2, 0) which are to be determined by applying the equilibrium equations presented as eqn (11.30). Assume that the externally applied stress is constant and is denoted by r. [Pg.647]

The deformation of elastic solids occurs because of the stretching of intermo-lecular bonds to a point where internal stresses balance the externally applied stress (11,13). At this point, an equilibrium deformation is established. As there is little motion involved in the stretching of bonds, this occurs rapidly, and the equilibrium deformation is established infinitesimally. Deviations from ideal identity occur whenever the elastic limit of the solid material is exceeded and irreversible sample deformation results, i.e., breakage of chemical bonds (2,14). Irreversible sample deformation leading to fracture forms the basis of tensile testing (11). [Pg.313]

In addition to understanding the behavior of ceramics exposed to thermal energy, it is important to understand their behavior when they are subjected to an external load or stress. The objective of this section is to interrelate the shape of the energy versus distance curve E r), discussed in Chap. 2, to the elastic modulus, which is a measure of the stiffness of a material and the theoretical strength of that material. To accomplish this goal, one needs to examine the forces F r) that develop between atoms as a result of externally applied stresses. As noted in Sec. 2.4, F r) is defined as... [Pg.99]


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See also in sourсe #XX -- [ Pg.767 ]




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Applied stresses

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