Research Article

Study on the Time-dependent Reliability of Corroded Reinforced Concrete Bridge Structures due to Ship Impact

Table 8

iteration (at bridge formation).

V/m/sDWT/kNUltimate angle of rotation/radAllowable corner/radR-S

2.825946148.7970.0006160.0138571650.013241165
4.059466148.7970.0104740.0138571650.003383165
3.44272713.5620.0002020.0138571650.013655165
3.44279584.0310.028170.013857165-0.014312835
3.44276148.7970.0035210.0138571650.010336165