Table 6 First crack load and ultimate load (N).
From: Structural analysis of ferrocement composite panels with expanded perlite based mortar
FCP series | First crack load (N) | Ultimate load (N) | Fu (exp)/Fcr (exp) | Fu (theo)/Fcr (theo) | ||||
|---|---|---|---|---|---|---|---|---|
Fcr (exp) | Fcr (theo) | Fcr (exp/theo) | Fu (exp) | Fu (theo) | Fu (exp/theo) | |||
P1-1 | 577 | 1071 | 0.54 | 2816 | 2815 | 1.00 | 4.88 | 2.63 |
P1-2 | 1526 | 1475 | 1.03 | 4003 | 3870 | 1.03 | 2.62 | 2.62 |
P1-3 | 1872 | 1806 | 1.04 | 4150 | 4248 | 0.98 | 2.22 | 2.35 |
P2-1 | 1410 | 1367 | 1.03 | 3802 | 3154 | 1.21 | 2.70 | 2.31 |
P2-2 | 1789 | 1772 | 1.01 | 4491 | 4141 | 1.08 | 2.51 | 2.34 |
P2-3 | 1930 | 2102 | 0.92 | 4762 | 4686 | 1.02 | 2.47 | 2.23 |
P3-1 | 1691 | 1664 | 1.02 | 3864 | 3527 | 1.10 | 2.29 | 2.12 |
P3-2 | 1883 | 2068 | 0.91 | 5228 | 4662 | 1.12 | 2.78 | 2.25 |
P3-3 | 2493 | 2398 | 1.04 | 5746 | 5702 | 1.01 | 2.30 | 2.38 |
N-1 | 1379 | 2404 | 0.57 | 3704 | 3674 | 1.01 | 2.69 | 1.53 |
N-2 | 2803 | 2735 | 1.03 | 5125 | 5188 | 0.99 | 1.83 | 1.90 |
N-3 | 3233 | 3065 | 1.05 | 6537 | 6440 | 1.02 | 2.02 | 2.10 |
