Table 3 Average values of \(N_{c}\) different gradations under different sample sizes.
From: Peridynamics analysis of crack propagation in concrete considering random aggregate distribution
Gradation type | Average value of \(N_{c}\) for 300 samples | Average value of \(N_{c}\) for 600 samples | Average value of \(N_{c}\) for 900 samples | Average value of \(N_{c}\) for 1200 samples | Average value of \(N_{c}\) for 1500 samples |
|---|---|---|---|---|---|
4.8–10 mm | 1701 | 1735 | 1753 | 1747 | 1746 |
10–15 mm | 1645 | 1672 | 1668 | 1679 | 1675 |
15–19 mm | 1663 | 1658 | 1652 | 1654 | 1659 |
4.8–19 mm | 1701 | 1714 | 1702 | 1708 | 1710 |
