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Table 4 Conversion factors for various type and size of UHPC specimens for compressive strength.
Standard cube molds (50 × 50 × 50 mm) were used to prepare mortar specimens for compressive strength determination.
For this purpose, cores were drilled out at different angles from beam- and slab specimens for compressive testing.
Regarding concrete specimens for compressive strength experiment and slump experiment, 100 × 200 mm cylinder specimens were created based on KS F 2403 [KS F 2403].
Three water/cementitious ratios, 0.48, 0.58 and 0.68, were selected to mold the specimens for compressive strength testing.
Cylindrical specimens were prepared with varied dimensions for each set of test (φ7.5 × 15 cm cylindrical specimens for compressive strength test, φ10 × 15 cm cylindrical specimens for air permeability and electrophoretic test, φ7.5 × 15 cm cylindrical specimens for accelerated neutralization test and φ10 × 10 cm cylindrical specimens for salt immersion test).
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For every rock ratio, there were three specimens for uniaxial compressive tests and two specimens for CT tests.
In the present study, 291 NX-sized core specimens for uniaxial compressive strength tests, Brazilian tensile strength test and point load index were prepared.
Experiments are conducted using IM7/8552 specimens for different compressive stresses, ranging from 0 to 100 MPa, covering all the practical applications commonly encountered in the aeronautical industry (e.g., tightened filled holes or bolted joints).
It should be noted that the dimension of the outside diameter of the specimen, in this case 153 mm, practically coincides with that of the standard cylinder specimen used for compressive strength determination and remains in the same order of magnitude as the depth of 100 mm commonly exhibited by the prismatic used for the G F determination in the case of TPB tests.
The dimensions of the specimens for the compressive- and tensile-shear bonding tests were 10 × 10 × 40 (cm) and 10 × 10 × 20 (cm), respectively.
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