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A strain analysis technique is described, which combines the use of electrical strain gauges with a semiautomated grid method (using digital image processing) for measuring and monitoring the strain and crack width profile over the depth of a fibre-reinforced beam during a flexural test.
Samples were prepared using a continuous carbon grid method, using 400-mesh copper grids with a nitrocellulose film.
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We present the advantages and disadvantages of the grid method (used in Ikejemba and Schuur [1]) and the so-called problem owner method (POM, see below) and their consequences on the energy status in Africa.
The interface tracking model has been validated against a moving-grid method using a commercial CFD software.
Experimental comparison was made by assessing the performance of the LS_NUFFT with that of the standard direct summation method and the Kaiser-Bessel gridding method, using both digital phantom data and in vivo experimental data.
The gridding method used to realize the Bouguer anomaly map is minimum curvature with a grid size of 0.01° (about 1.1 km).
For analytical comparison, the LS_NUFFT has been fitted into a consistent framework with the conventional gridding methods using Kaiser-Bessel gridding and a recently proposed generalized FFT (GFFT) approach.
We first determine the location of the centroid moment by the grid search method using W-phase and P-wave data.
This is also called the Kish grid, a method using a pre-assigned table of random numbers to find the persons to be interviewed in a household (16).
Then, the hypocenter was computed using the method of Chao et al. (2013), which computes the hypocenter location by grid-search method using the pairs of travel time differences of the envelopes in the seismic network.
After determining root dry weight, the same roots were softened in water for 1 day, ink-stained [28] and the percentage of root length colonized by AMF was estimated for each species by the grid-line intersect method using 100 intersections per sample under the microsope [29].
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