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Each group contained 12 identical specimens with dimensions 304.8 mm × 50.8 mm × 15.2 mm.
Tension and compression instabilities are investigated for specimens with dimensions in the micron range.
At least, 112 cubic specimens with dimensions of 100 × 100 × 100 mm were prepared.
The industrial pieces were cut into small specimens with dimensions of 70 × 17 × 9 mm, length, width and thickness, respectively.
Twelve concrete beam specimens with dimensions of 150 mm width, 200 mm height, and 2000 mm length were manufactured and tested.
Retrofitted and standard control specimens with dimensions of 600 × 600 × 100 mm, were exposed to a standard ISO 834 fire for 3 h or until failure.
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Concrete compressive strength was obtained at the time of testing using three cube specimens with dimension of 15 cm and one standard cylinder specimen, and all averaged values were converted to a standard cylinder.
A three-point bending specimen with dimensions shown in Figure 1a was considered for crack tip deformation analysis.
Rectangular test specimen with dimensions 157 mm length, 12.7 mm width, and 6.35 mm thickness has been used for the experiment.
A series of multi-temperature X-ray diffraction data collections 3 at 9, 30, 50 and 75 K on the same specimen with dimensions of 0.34 × 0.28 × 0.28 mm (0.5 mm pinhole) were collected at the DORIS beamline D3 at the HASYLAB/DESY synchrotron in Hamburg.
Sorptivity tests were performed on cube specimens with the dimensions of 50 × 50 × 50 mm.
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