By Royston P.
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Extra info for A parametric model for ordinal response data, with application to estimating age-specific reference
The comparative analysis was carried out of the results of computer simulation of stresses with the experimental results, what was showed in table 2. Figure 3 presents the X-ray diffraction patterns of the sintered high-speed steel with the Ti+TiN, Ti+Ti(CxN I-x), Ti+TiC coatings deposited at 440, 500 and 560°C process temperatures. It was found out using the X-ray phase quantitative analysis that according to the initial assumptions the Ti+TiN, Ti+Ti(CxN I-x), Ti+TiC coatings were developed on the surface of the investigated ASP 30 high speed steel.
Rogulski et. al reported the 1. Introduction Degradation of concrete structures due to corrosion of steel reinforcements is an important problem with regards to durability and safety with great economical consequences. Monitoring and inspection systems are essentially needed in a concrete industry to ensure safety and reduce costs by early detection of damage. Such systems can also be easily applied to the existing civil engineering structures if the necessary probes are available for embedding.
As a consequence, the slope of the crack line will be affected by the elastic behavior of the coating. The only point of the cracking line, which is not concerned by this phenomenon, is the crack initiation point PC. Moreover, we will see there after that a unique critical point can be obtained independently of the slopes of the crack lines when a suitable annealing treatment is applied to coatings of different thickness. In this case, it is the only point, which belongs to all the lines. 7--r--------------------, ~ ~ -Linear (a) 4 3 5 6 In (P) fig.
A parametric model for ordinal response data, with application to estimating age-specific reference by Royston P.