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Displacement of crack

Figure 4. Liquefaction caused cracks in the ground surface (a) the bulging cracks in pool (b) crack in residents room (c) cracks in yard (d) vertical displacement of cracks. Figure 4. Liquefaction caused cracks in the ground surface (a) the bulging cracks in pool (b) crack in residents room (c) cracks in yard (d) vertical displacement of cracks.
Crack opening displacement of crack steel circular tube without CFRP patching... [Pg.169]

Figure 8.25 Comparison of crack opening displacement of cracked steel circular tube with and without CFRP plate patching. Figure 8.25 Comparison of crack opening displacement of cracked steel circular tube with and without CFRP plate patching.
In this chapter we analyse a wide class of equilibrium problems with cracks. It is well known that the classical approach to the crack problem is characterized by the equality type boundary conditions considered at the crack faces, in particular, the crack faces are considered to be stress-free (Cherepanov, 1979, 1983 Kachanov, 1974 Morozov, 1984). This means that displacements found as solutions of these boundary value problems do not satisfy nonpenetration conditions. There are practical examples showing that interpenetration of crack faces may occur in these cases. An essential feature of our consideration is that restrictions of Signorini type are considered at the crack faces which do not allow the opposite crack faces to penetrate each other. The restrictions can be written as inequalities for the displacement vector. As a result a complete set of boundary conditions at crack faces is written as a system of equations and inequalities. The presence of inequality type boundary conditions implies the boundary problems to be nonlinear, which requires the investigation of corresponding boundary value problems. In the chapter, plates and shells with cracks are considered. Properties of solutions are established existence of solutions, regularity up to the crack faces, convergence of solutions as parameters of a system are varying and so on. We analyse different constitutive laws elastic, viscoelastic. [Pg.69]

Fig. 8.85 The variation of crack tip opening displacement with temperature... Fig. 8.85 The variation of crack tip opening displacement with temperature...
Both sets of experiments seem to support the proportionality of crack opening displacement 5C = 2w and molecular mass Mc between crosslinks as indicated by the slope 1 in the double logarithmic plot (Fig. 7.5). Even if Mc had to be adjusted due to doubts about the front factor in Eq. (4.3), the proportionality would stay unaffected. Consequently, the size of the deformation zone ahead of the crack is determined by the length of the molecular strands in the chemical network. [Pg.348]

In a recent study, Saintier et al. ° investigated the multiaxial effects on fatigue crack nucleation and growth in natural mbber. They found that the same mechanisms of decohesion and cavitation of inclusions that cause crack nucleation and crack growth in uniaxial experiments were responsible for the crack behavior in multiaxial experiments. They studied crack orientations for nonproportional multiaxial fatigue loadings and found them to be related to the direction of the maximum first principal stress of a cycle when material plane rotations are taken into account. This method accounts for material rotations in the analysis due to the displacement of planes associated with large strain conditions. [Pg.675]

If the powder has no porosity the true density can be measured by displacement of any fluid in which the solid remains inert. The accuracy of the method is limited by the accuracy with which the fluid volume can be determined. Usually, however, the solid particles contain pores, cracks or crevices which will not be completely penetrated by a displaced liquid. In these instances the true density can be measured by using a gas as the... [Pg.217]

Figure 5.39 The three modes of crack surface displacement (a) opening mode (b) sliding mode and (c) tearing mode. Figure 5.39 The three modes of crack surface displacement (a) opening mode (b) sliding mode and (c) tearing mode.
Now the field due to a delta function source Qz = S(z — zo)5(x) is known as Lamb s problem, and at some distance from x = 0 the solution is known (Achenbach 1973). If the surface displacement of the surface wave generated by the concentrated load is wz x, C) and the depth of the crack is d, then for the distributed body forces, by superposition,... [Pg.274]

Various models 1-2,42 43) have been proposed to describe the extent and shape of the localised plastic deformation zone at the crack tip. From these models one may define a parameter known as the crack opening displacement, 5, (see Fig. 16) and the value of 5,c for the onset of crack growth is given by... [Pg.60]


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See also in sourсe #XX -- [ Pg.116 ]

See also in sourсe #XX -- [ Pg.116 ]




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