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It is worthwhile to mention that because the current research is based on a number of specimens, a numerical analysis and more empirical studies would be useful to have a better validation of the proposed ANN models.
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The equivalent concrete stress block parameters of the eccentrically loaded specimen were obtained by adopting the modified stress-strain curve of its counterpart concentrically loaded specimen using a numerical analysis method.
Two coefficients are introduced in the present paper to measure the stress uniformity in axial and radial directions of the specimen in a numerical SHPB test.
The 'I' shaped plan part of the specimen was first tested and the effective rotational stiffness of the joints with steel plates was estimated by comparing roof displacements of the test specimen and a numerical model.
The spring-back of the specimens was calculated using a numerical procedure based on the pure bending theory.
Serum specimens with no reactivity in the first dilution (<8; considered negative) were assigned a titer of 4; serum specimens that showed titers >1,024 were assigned a numerical value of 1,024 for statistical analysis.
Discriminatory analysis, carried out with the help of a computer, allowed all of these variables to be assessed with respect to each other in order to arrive at a numerical score for each specimen.
a Specimen A-I.
We begin by describing the design of a family of RPST specimens using numerical simulation and comparing them to existing similar designs for sheets.
In addition, a numerical simulation of these four groups of specimens is shown and discussed.
From scanning electron microscopic (SEM) observations and electron back-scattered diffraction (EBSD) crystal orientation measurements performed on an austenitic-ferritic stainless steel test specimen, a quasi-2D numerical polycrystalline microstructure was constructed.
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