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Then, the matrix was gently removed, resulting in specimens with three cylindrical restorations at the dentin surface, which were stored in distilled water at 37°C.
Well-defined uniaxial micro-tensile tests are performed on single-crystal ferrite specimens with three different orientations.
Cylindrical specimens with three different percentages of short and fine fibers 0%, 1.5% and 3% by volume of concrete are firstly fabricated.
Tubular specimens with three different lay-up ([90n], [0F/90U,3] and [0F/90U,3/0F]) were tested under combined tension/torsion loadings.
It was known from the experiments that the difference of relative residual compressive strength of specimens with three cement dosages is less than 3 percentage points.
A total of six specimens with three different concrete strengths were tested for a period of between 35 and 40 days, when it was seen that deformations stabilized.
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Specimens with zero, one, and two layers of GFRP wrap were investigated.
To compare core compressive behavior only, specimens with two different cores, with GFRP face sheets, were tested.
Beam specimens with two different SHCC layer thicknesses (30 mm and 50 mm) were prepared.
The constraint effects are investigated by considering specimens with two crack length to width ratios.
Drop weight tests were carried out on specimens with two kinds of stacking sequence.
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