Behavior of Laterally Damaged Prestressed Concrete Bridge Girders Repaired with CFRP Laminates Under Static and Fatigue Loading

International Journal of Concrete Structures and Materials

Table 5 Strain values measured at various load levels for half-scale girders.

Girder designation	Maximum strain values recorded at various loads
Girder designation	At 5 kip (22.25 kN)	At 15 kip (66.75 kN)	At 25 kip (111.3 kN)	At 40 kip (178 kN)	At 60 kip (267 kN)	At 70 kip (311.5 kN)
PS-1	52.58	158.51	280.33	291.40^a	Broke	Broke
PS-2	61.32	200.39	1837.30	Broke	Broke	Broke
PS-3	51.03	167.19	314.76	1,295.52	2,984.16	4,075.28
PS-4	55.16	172.14	341.49	1,332.85	3,197.49	4,146.04
PS-5	53.03	146.52	316.97	1,270.22	5,213.27	8,939.73
PS-6	51.57	160.54	292.03	1,048.55	2,646.34	3,393.13
PS-7	49.05	150.30	266.07	835.90	2,415.59	3,203.85
PS-8	52.59	161.94	281.84	942.62	2,647.17	3,616.50
PS-9	58.40	180.76	368.50	1,357.88	3,433.54	5.409.16

^aStrain gauges have been determined unreliable; italic values represents lowest value recorded at that load level.