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The tensile strength test specimen size was 50 mm × 15 mm (area) and 350 mm (length).
The specimen size was 220 mm length, 110 mm width and 80 mm in thickness.
For FS31, FS32 and FM2 the beam specimen size was 80 × 100 × 490 mm, also with a single Y10 bar (see Fig. 1c).
Specimen size was ∼0.2 ml per volunteer including extraneous fat, blood and debris.
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The large specimen size is necessary to test volcanic rocks with their large crystals and vesicles.
The specimen size is 60 cm × 60 cm, which was calculated according to the "3-dB beam width" measurement.
As a rule, the change in mechanical properties of rock by specimen size is regarded as scale effect.
The strain rate and specimen size are two main influential factors when measuring the compressive strength of concrete-like materials.
Specimen size is varied in an effort to study inertial effects at various loading rates.
Experimental investigation of Fibre Reinforced Polymer (FRP) confined concrete is normally conducted on relatively small-scale specimens, where the scaling effects of the specimen size are usually ignored.
The specimen size is 75a × 35a × 50a along the X, Y, and Z directions, consisting of 525,000 atoms, where a is the lattice constant of Cu (0.3614 nm).
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