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Transferability of fracture toughness data obtained on small scale specimens to a full-scale cracked structure is one of the key issues in integrity assessment of engineering structures.
An experimental program was developed using six different small scale specimens with traditional bricks as substrate, rendered on both sides with several optimized render systems.
A series of small scale specimens were tested to identify if local variations during the manufacturing process influence the energy absorbed during the crushing of tufted sandwich structures.
A large majority of the fatigue tests that are underlying the fatigue design curves are carried out with small scale specimens tested in either axial or in bending loading.
Within the High Flux Test Module (HFTM) a testing volume of 0.5 l filled by qualified small scale specimens will be irradiated at displacement rates of 20 50 dpa/fpy in structural materials.
Preliminary testing on concrete cylinders and unreinforced beams showed a ¼ ASTM E-119 exposure time for the fire rating of small scale specimens compared to the full scale ones.
The associated small-scale specimen is a cruciform joint.
The associated small-scale specimen is a longitudinal attachment on a stiffener top.
The results of the hybrid homogenization method are validated against experimental data of small-scale specimen, subjected to compression in unconfined and confined conditions.
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.
However, most were conducted on small-scale specimens.
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