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The effective stiffness of the specimen increased with increasing vertical loads and decreased with increasing roof displacements.
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The flexural capacity of the beam specimens increased with the increase of reinforcement ratio of CFRP.
It was also reported that the porosity of the specimens increased with increasing volume fractions of the particulate reinforcement.
The compressive stress in specimens increased with increasing annealing temperature and Al film thickness.
The OCP of specimens increased with immersion time due to depressed anodic reaction.
In the negative direction, as shown in Fig. 18a, the strains of the test specimens increased with the increasing drift ratio and did not show significant difference.
From Fig. 6b, it can be seen that the wear of magnesium alloy specimens increased with the increase in sliding speed when lubricated by all the fluids.
Both modulus of elasticity (MOE) and modulus of rupture (MOR) of the specimens increased with increasing pressure and press temperature.
The results showed that the compressive strength of specimens increased with age and was strongly influenced by cement strength class, S/C and W/C ratio.
The bending and impact strengths of the wood cement specimens increased with an increase in the wood content, and the maximum values were obtained at wood loading of 60% by weight.
The experimental results showed that the bulk resistivity of all specimens increased with the crack propagation, and the increase ratio in inelastic phase was much higher than that in elastic phase.
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