Table 7 Ultimate bearing moment of circular section by the two methods
From: Experimental tests and numerical simulations of circular reinforced concrete piers under ship impact
Axial loading (kN) | Ultimate bearing moment (kN·m) | Deviation | |
|---|---|---|---|
Section-curvature method | Code method | ||
14.70 | 36.91 | 32.01 | 15.31% |