In nonwovens, fiber orientation is an important characteristic because it directly influences the properties of the material. In a series of papers, we plan to explore the viability of image analysis algorithms for characterizing fiber orientation. In the first part of this series, we present a simulation scheme to produce images to test these different algorithms. As part of the series, we will present a direct tracking method in Part II, as well as Fourier and flow field analyses in subsequent parts for characterizing fiber orientation.
, This paper addresses the development of an image analysis technique for direct tracking of fibers in an assembly. The algorithms are evaluated using simulated images presented in an earlier part of the series. The tracking method appears to be extremely efficient in determining fiber orientation distribution in nonwovens regardless of their structural characteristics.
Changes in the appearance of carpet pile are brought about by several methods of mechanical wear. These machines subject carpet samples to a compression force. We introduce a new system where the samples are subjected to repeated torsion and compression loads. Changes in appearance are monitored and quantified using image analysis methods.
An experimental study was carried out to understand the behaviour of a laterally loaded single pile on a slope with different length/diameter (L/D) ratios driven into cohesionless soil for a relative density of 70%. Static loading was applied in both forward and reverse directions for slopes of 1V:1.5H, 1V:2H, and 1V:2.5H for a constant L/D ratio representing flexible pile behaviour. It was observed that the load ratio (load on a sandy slope to the horizontal ground) decreased with an increase in the slope’s angle. The post-static behaviour of the pile under the same conditions was also studied to evaluate the elastic displacement, which increased with an increase in the slope’s angle. Due to the constant passive resistance under the reverse loading, the lateral load on the slope’s crest was almost equal to the horizontal ground’s condition. The effect of the L/D ratio was studied by varying the length and diameter and by maintaining the other parameter as a constant. The lateral load of a pile increased with an increase in its length and diameter.
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