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The PCA was used to study the distribution of the specimens considering different species and age classes in morphospace.
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The volume, size, and number of air voids in CIR specimens were statistically analyzed considering different aggregate gradations and compaction methods.
The database includes SC beam specimens tested using different loading configurations, and considering different parameters such as shear span-to-depth ratio, steel faceplate thickness (reinforcement ratio), stud anchor spacing, and presence of faceplate stiffeners.
Additionally, the tested specimens are simulated numerically by a non-linear finite element model considering different values of overall geometric imperfections.
Considering different energy levels, the impact numbers corresponding complete perforation of the specimens with different thicknesses, i.e. layer numbers, are also provided.
Considering different categories of cross-sections, various width-thickness ratios for the flange and web of the specimens are selected, and a reliable structural testing system is developed.
For the shear loading tests, a total of five plate girder specimens were fabricated to consider different corrosion heights and mean corrosion depths of a corroded web based on the corrosion pattern of the web of a plate girder bridge.
Consider different growing methods.
Consider different shades.
Consider different formations.
Consider different Easter food.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com