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Table 3 Mass changes due to leaching for concrete specimens of size Ø100 × 50 mm.
Further, the average compressive strength results for specimens of size Ø50 × 75 mm is presented in Fig. 9.
Specimens of size 500 × 100 × 100 mm were used to calculate flexural strength and flexural toughness factor.
The average tensile strength of concrete specimens of size Ø100 × 50 mm are presented in Fig. 8.
Concrete cube specimens of size 150 × 150 × 150 mm3 are cast with different types of mix systems.
Iron specimens of size 2.0 × 2.0 × 0.1 and 10 × 1 × 0.1 cm were used for weight loss and thermometric measurements, respectively.
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The scaffold was cut into specimen of size 10 × 50 mm.
Average 28 days compressive strength of the concrete, using cube specimen of size 150 × 150 × 150 mm3 was 35.3 MPa.
To model NBS beam specimen of size 2.44 m × 0.203 m × 0.457 m by FEM, a commercial ANSYS software package is used.
For a given specimen of size L, the hysteresis decreases rapidly at either very large or small values of l.
In specimens of comparable size, substantial differences in its size and shape were found.
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