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Gel disks of 10-mm height and 14-mm diameter were subjected to compression using an INSTRON model 5564 mechanical strength testing machine.
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Mechanical strength test was performed to measure the mechanical strength of immobilized titania layer on the pumice surface.
As explained before on the mechanical strength test section, immobilized TiNT had been proven to have good mechanical quality.
Table 5 shows the result of mechanical strength test to investigate the effect of immobilization method on catalyst detachment level.
Systematic mechanical strength tests were conducted to evaluate the performance of this cementitious material.
The results of the evolution of mechanical strength test specimens of mortars, kept in water for 14, 28 and 60 days are shown in Figs. 5 and 6.
Based on sol stability and mechanical strength tests, it can be concluded that acid condition would be favourable for immobilizing titania unto pumice.
Mechanical strength tests on Bi-2212 Rutherford cable revealed that they could withstand tensile strain up to 0.6% without Ic degradation.
The characteristics of the initial powders, microstructure, and mechanical strength of the scaffolds were assessed by X-ray diffraction, scanning electron microscopy, and mechanical strength test, respectively.
In addition mechanical strength tests and creep tests were conducted and the test results were compared with those of the RCC-MRx.
The sample properties were examined by means of mechanical strength test, Vicat apparatus, pH meter, X-ray diffraction (XRD), scanning electron microscopy (SEM) and mercury intrusion porosimetry (MIP).
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