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Cracks length

For interpretation of measuring results, calibration characteristics obtained on the samples in advance is used in the above instruments. However, if number of impediment factors increases, the interpretation of the signals detected becomes more complicated in many times. This fact causes the position that the object thickness T and crack length I are not taken into consideration in the above-mentioned instruments. It is considered that measuring error in this case is not significant. [Pg.645]

At the same time advisability of designing the instrument taken into consideration cracks length 1 and object thickness T and of defining the instrument application sphere can be only determined after research work. [Pg.645]

An operator puts initial data through K into, in particular, information of crack length, object thickness, transformer parameters. After that the device are prepared to work. [Pg.651]

We analyse the behaviour of solutions for a plate having a crack provided that the crack length tends to zero. The nonpenetration conditions are assumed to hold at the crack faces. [Pg.249]

To underline the dependence of the domain fl on the crack length I we shall write fli instead of fl in some places of this subsection. [Pg.266]

This section is concerned with the two-dimensional elasticity equations. Our aim is to find the derivative of the energy functional with respect to the crack length. The nonpenetration condition is assumed to hold at the crack faces. We derive the Griffith formula and prove the path independence of the Rice-Cherepanov integral. This section follows the publication (Khludnev, Sokolowski, 1998c). [Pg.271]

In this section we find the derivative of the energy functional in the three-dimensional linear elasticity model. The derivative characterizes the behaviour of the energy functional provided that the crack length is changed. The crack is modelled by a part of the two-dimensional plane removed from a three-dimensional domain. In particular, we derive the Griffith formula. [Pg.279]

Therefore, the magnitude of the stress at small distances from the crack tip is a function of the crack length, a, and the remotely appHed stress. O. Close to the crack tip (r ft) the stress can be scaled usiag a parameter called the stress intensity factor, K (9—11) ... [Pg.542]

The use of fatigue data and crack length measurements to predict the remaining service life of a stmcture under cyclic loading is possibly the most common application of fracture mechanics for performance prediction. In complex stmctures the growth of cracks is routinely monitored at intervals, and from data about crack growth rates and the applied loadings at that point in the stmcture, a decision is made about whether the stmcmre can continue to operate safely until the next scheduled inspection. [Pg.549]

Under some citcumstances the crack tip stress intensity is different than far-field stresses would indicate because of microstmctural effects behind the crack tip, such as fibers, whiskers, and bridging grains. Often far-field values indicate the crack is propagating at a stress intensity value higher than Kj and this apparent value usually increases as crack length increases. In spite of indications to the contrary, bonds continue to break at the same value of the stress intensity however, the crack tip is being shielded from some of the appHed stress intensity. To minimize confusion about Kj it has been suggested that the farfield value of the stress intensity be called When there are no microstmctural features that effectively reduce the crack tip stress intensity,... [Pg.320]

Fig. 4. Schematic representation of fracture resistance and its relation to crack length for a single-value toughness material and a material with a fracture... Fig. 4. Schematic representation of fracture resistance and its relation to crack length for a single-value toughness material and a material with a fracture...
For a single-value toughness material, dT/dc = 0. Accordingly, if the applied stress intensity factor is always increasing with crack length, equation 4 is always satisfied. Thus, the condition for fracture is equation 5, where is given by the applied loading conditions. [Pg.50]

Effective increase in crack length due cm in n(v,t) Number frequency size distribution by 1/cm " i/ft ... [Pg.1821]


See other pages where Cracks length is mentioned: [Pg.649]    [Pg.649]    [Pg.649]    [Pg.652]    [Pg.247]    [Pg.247]    [Pg.247]    [Pg.260]    [Pg.260]    [Pg.261]    [Pg.262]    [Pg.542]    [Pg.542]    [Pg.545]    [Pg.546]    [Pg.547]    [Pg.547]    [Pg.548]    [Pg.548]    [Pg.548]    [Pg.341]    [Pg.113]    [Pg.202]    [Pg.138]    [Pg.139]    [Pg.320]    [Pg.49]    [Pg.49]    [Pg.49]    [Pg.50]    [Pg.50]    [Pg.50]    [Pg.51]    [Pg.51]    [Pg.57]    [Pg.58]    [Pg.1821]   
See also in sourсe #XX -- [ Pg.356 ]

See also in sourсe #XX -- [ Pg.529 ]

See also in sourсe #XX -- [ Pg.139 , Pg.140 , Pg.142 , Pg.143 , Pg.146 , Pg.147 , Pg.157 , Pg.161 , Pg.341 , Pg.349 , Pg.352 , Pg.373 ]

See also in sourсe #XX -- [ Pg.320 ]

See also in sourсe #XX -- [ Pg.355 , Pg.381 , Pg.382 ]

See also in sourсe #XX -- [ Pg.122 ]

See also in sourсe #XX -- [ Pg.17 ]

See also in sourсe #XX -- [ Pg.168 ]




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