Table 7 Results from the Numerical Study
From: Experimental and Numerical Study on the Behavior of RC Members under Combined Loads
Specimen | Axial Force (P) [%] | Axial Force (P) [kN] | Yield Point | Peak point | Initial stress of longitudinal rebar | |||
|---|---|---|---|---|---|---|---|---|
Load (Py) [kN] | Disp.(\({\Delta }_{y})\) [mm] | Load (Pp) [kN] | Disp. (\({\Delta }_{p}\)) [mm] | Value | Ratio | |||
FEM-A00 | 0 | 0 | 112 | 11 | 157.38 | 33 | 0 | |
FEM-A05 | 5 | 107.64 | 159 | 13 | 159 | 13 | 8.44 | 1 |
FEM-A10 | 10 | 215.28 | 188 | 14 | 188 | 14 | 16.88 | 2 |
FEM-A15 | 15 | 322.92 | 212 | 14 | 212 | 14 | 25.32 | 3 |
FEM-A20 | 20 | 430.56 | 229 | 16 | 229 | 16 | 33.76 | 4 |
FEM-A30 | 30 | 645.84 | – | – | 250 | 14 | 50.64 | 6 |
FEM-A40 | 40 | 861.12 | – | – | 254 | 13 | 67.52 | 8 |
FEM-A50 | 50 | 1076.4 | – | – | 240 | 10 | 84.49 | 10 |
FEM-A60 | 60 | 1291.68 | – | – | 215 | 9 | 115.43 | 14 |