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For measuring the shear strength, dimension of specimen for shear transfer was 240 × 150 × 80 mm.
Open image in new window Fig. 4 Specimen for shear bonding test of SMCA concrete (Tsujino et al. 2010).
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Generally, the degree of compaction to be applied during preparation of a soil specimen for direct shear test depends on the relevant field compaction control requirement [17].
According to Disfani et al. [16] the specimens for direct shear tests were compacted in three layers inside the shear box using a rubber-tipped tamping rod following wet compaction method (partially saturated).
On the other hand, the fatigue test results showed that fatigue life of sheared fabric specimens was higher than that of the unidirectional specimens for mild shear deformation cases.
Enamel specimens were prepared for shear bond strength/SBS testing, i.e., the specimens were embedded in acrylic resin and then wet-ground at the buccal face using 600-grit silicon carbide (SiC) paper in order to standardize the smear layer [1].
It was found that for coach-peel fatigue, length of crack developing path before specimens lost their strengths was the main factor that determined the fatigue life of different specimens; for lap shear fatigue, the level of stress concentration and subsequent crack initiation time was the main factor that determined the fatigue life.
Both solid and tubular specimens were used for axial strain experiments, while only tubular specimens were used for shear strain experiments.
In this study, six 1/3-scale short bridge column specimens are investigated for shear strength under the same quasi-static cyclic loading protocol.
Each series of girders includes a control specimen, with no external CFRP for shear strengthening, and specimens strengthened with one, two, and for the second and fourth series, three layers of CFRP.
An ultrasonic resonance fatigue system in combination with a laser Doppler vibrometer and a special specimen design was used for shear fatigue testing of these large ultrasonic Cu Cu welds (about 0.5 cm2).
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