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The large specimen size is necessary to test volcanic rocks with their large crystals and vesicles.
Specimen size is varied in an effort to study inertial effects at various loading rates.
As a rule, the change in mechanical properties of rock by specimen size is regarded as scale effect.
The specimen size is 60 cm × 60 cm, which was calculated according to the "3-dB beam width" measurement.
When the specimen size is increased by one order of magnitude to the meso-scale, the strength is reduced to about 100 MPa (an elastic modulus of about 20 GPa) due to the inclusion of micro-size pores.
These virtual specimens can be much larger than the real specimens from which the data were originally gathered, a necessary feature when real specimen size is limited by the nature of high resolution computed tomography.
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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.
The strain rate and specimen size are two main influential factors when measuring the compressive strength of concrete-like materials.
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.
For FS31, FS32 and FM2 the beam specimen size was 80 × 100 × 490 mm, also with a single Y10 bar (see Fig. 1c).
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