Numerical Simulation of Prestressed Precast Concrete Bridge Deck Panels Using Damage Plasticity Model

International Journal of Concrete Structures and Materials

Table 3 Failure loads and corresponding displacements.

	Failure load			Midspan displacement at failure load
	P_Test (kN)	P_FE (kN)	P_Test/P_FE	δ_Test (mm)	δ_FE (mm)	δ_Test/δ_FE
ST-NC	98.21	101.4216	0.97	54.31	51.82	1.05
ST-FRC	90.55	88.1972	1.03	42.75	34.8868	1.23
ST-FRC	90.55	94.4248^a	0.96^a	42.75	42.5018^a	1.01^a
ECT-NC	82.51	88.3596	0.93	27.46	34.8623	0.79
ECT-NC	82.51	85.5892^a	0.96^a	27.46	29.4543^a	0.93^a
ECT-FRC	94.36	93.43	1.01	44.02	41.05	1.07
CFRP-NC	93.39	99.5872	0.94	36.45	45	0.81
CFRP-NC	93.39	91.4712^a	1.02^a	36.45	33.4368^a	1.09^a
CFRP-FRC	92.85	97.0472	0.96	44.11	40.00	1.10