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Effect shrinkage barrier

Fig. 16 Extrinsic shrinkage barrier effect, (a) After supplying the hydrogel actuator with water as swelling agent it should swell and perform a stroke, (b) The first layer of hydrogel particles swells and acts as a closing valve. Now, the further dry particles can not be supplied with water... Fig. 16 Extrinsic shrinkage barrier effect, (a) After supplying the hydrogel actuator with water as swelling agent it should swell and perform a stroke, (b) The first layer of hydrogel particles swells and acts as a closing valve. Now, the further dry particles can not be supplied with water...
In the absence of reliable data on the performance of Furfurol(F) in such environmental conditions, a conservative lifetime of 100 years in the radiation environment is assumed in the model and this was supported by a preliminary evaluation [27]. Hence, for the calculation of the source term, it was assumed that at the time of dumping, the fillers were fully effective as barriers to water ingress and radionuclide release at the time of disposal, but quickly began to degrade through shrinkage, embrittlement and cracking and become ineffective after the 100 year lifetime. [Pg.55]

Since the a //-distance varies so little with framework vibration, particularly in high barrier cases 09). The anti-peak is accordingly not suited for direct determination of 00. On the other hand, the torsional motion leads to an asymmetry in the anti-peak due to the functional relation between r and . For a low barrier case this asymmetry may be appreciable, while in a high barrier case it may be observed only as a shrinkage effect for the anti-distance. The asymmetry or the shrinkage may be used to derive a value for 00. [Pg.124]

The effect of this shrinkage phenomenon is of great importance in case of flat concrete surface, for example slab foundations and floors, with a high surface to thickness ratio, where the loss of water may be significant, particularly in summer period and at strong wind (Fig. 5.53). It causes the cracks formation and therefore the curing of concrete, should start immediately after its placing. The loss of water from concrete surface should not exceed 1 kg/(m%) [115], The barriers, such as... [Pg.340]

The CNO2 group seems to be essentially planar if shrinkage effects on the nonbonded distances are taken into account. As in the case of CF3NO2, the torsional motion about the C-N bond seems to be essentially free at least, the barrier must be much lower than that reported in the original paper. The temperature of the measurements was 45 °C. [Pg.66]

No discussion was made in the original paper on the correction for the shrinkage effect, which should have a strong influence on the C-CsS angle. The barrier to linearity was estimated to be higher than 2 kJ mol but could not be determined precisely. Ab initio calculations resulted in a non-linear skeleton if election correlation was included. The MW spectra demonstrated nearly free internal rotation of the CF3 group. The nozzle was at room temperature. [Pg.512]

The incorporation of mica generally reduces thermal expansion and helps eliminating the nonuniform thermal shrinkage in injection molding both effects are obviously associated with the natural flake-like form of ground mica. Like talc, mica has also excellent barrier properties, all the more if the particles are properly oriented with respect to the trajectory of the permeant. [Pg.298]


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Effective barrier

Shrinkage

Shrinkage effect

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