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Open image in new window Fig. 6 Test setup for shear tests of cast-in anchors in plastic hinge zone.
Fig. 1 Samples for shear test; a samples measures, b sample cut, c sample area sanded, d adhesive area marked with pen.
The adequate specimens are: (a) WBS-4, 5, 7, 8 and 9 for tensile test; (b) WBS-5, 6 and 8 for shear test, and (c) WBS-5 and 8 for flexural test.
Another important finding was that the loading at the short side showed higher bond strength compared with the loading at the long side for shear test methods (P < 0.05).
Parametric studies on the numerical results of the singular integral equation yield three guidelines for optimal designs of cylindrical piezoelectric sensors made for axial shear testing.
First, an experimental benchmark study was made of different designs for the shear testing of honeycomb cores.
FE models for the shear test are set up analogous to the model for compression.
Previous research on shear tests for UHPFRC beam has focused on the I-shaped beam or girder without shear reinforcement because UHPFRC can reduce a web thickness of the beam due to its great compressive and tensile strength.
The test setup for the shear tests is similar.
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].
The modelling has been employed to predict the failure processes for Iosipescu shear test specimens with different fibre orientations.
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