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The flexural capacity of the beam specimens increased with the increase of reinforcement ratio of CFRP.
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.
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.
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Open image in new window Fig. 5 The effective ice thickness of slab-shaped specimens increases with tilt angle.
The effective stiffness of the specimen increased with increasing vertical loads and decreased with increasing roof displacements.
As to the ductility, the elongation of specimens increased successively with the increase of HIP temperatures, which is mainly due to the type of microstructure and the diffusion-metallurgical bond.
Also, It was noted from Figs. 7 and 8 the corrosion resistance of most of blended cement concrete specimens increased significantly with age while that of the plain cement concrete had a slightly increase which has also been indicated by other researchers (Guneyisi et al. 2005).
In tests using compact specimens, Nd increased with R, whereas in tests using center-cracked specimens Nd decreased with R.
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