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In the surveyed specimens, the minimum number of repeats was 3.2 in CRs of A. modesta, and the maximum number was 10 in CR of B. stellaris although heteroplasmy was present in this case (Additional file 3).
Based on hydroxyapatite phantoms imaged with the specimens, the minimum thresholds used to create isosurfaces from these 8-bit images ranged from 70 to 100 mg/cm partial density of hydroxyapatite.
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In this paper, an engineering framework is proposed to convert minimum Jc obtained from various sized SE(B) specimens to the minimum 1T CT specimen Jc.
It should be noted that the presented results regarding the calcium depleted specimens are the minimum chloride migration coefficient due to the full penetration through the specimen thickness as it was pointed out previously.
The standard Marshall mixture design method is revised to prepare specimens satisfying the minimum size and aspect ratio requirement in uniaxial testing.
The tests show that the specimen with the minimum level of retrofit, which had the smallest angle, minimum number of cross ties, and lowest rate of prestressing, with no stiffeners, has performed well.
An important problem of the optimization of the PTM chemical composition enabling the maximum densification of a porous specimen with the minimum possible shape distortion is solved.
The actual value is the value associated with the parameter of interest for each specimen, while the minimum and maximum values used in Eq. (3) are based on the minimum and maximum values observed across all specimens.
The specimen SB3 adopted the minimum shear reinforcement (s = 0.5d) in accordance with ACI 318-14 (2014) showed a compression failure of concrete at the compression zone occurred prior to shear failure.
While test specimens without constrained plates showed the minimum ultimate shear strain, test specimens with 25 mm-thick wooden constrained plates showed the maximum, approaching the ultimate shear strain of the web's steel in material property test.
Furthermore, the effect of specimen size on fracture parameters was discussed, and it was found that the minimum specimen size for determining the independent fracture parameters of the site-casting dam concrete should satisfy that ligament length is six times larger than the maximum aggregate size.
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