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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.
For a given specimen of size L, the hysteresis decreases rapidly at either very large or small values of l.
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.
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three point bend test and compact tension specimen of size-range 100 ⩽ D ⩽ 500 mm and ao/D ratio ranging 0.3 0.4 are considered.
Concrete cube specimens of size 150 × 150 × 150 mm3 are cast with different types of mix systems.
Table 3 Mass changes due to leaching for concrete specimens of size Ø100 × 50 mm.
The average tensile strength of concrete specimens of size Ø100 × 50 mm are presented in Fig. 8.
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.
A total of 84 confined and 42 unconfined cylindrical specimens of size 150 mm×450 mm were tested in this test program.
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