A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The effects of traffic induced vibrations on concrete-steel bond strength and concrete compressive strength was studied for full depth repairs of reinforced concrete bridge decks. The specimens had blockouts to represent full depth patch repair areas. Two bar sizes, two top covers, and four slumps were used. The bond tests used modified cantilever specimens. Standard 6 in. x 12 in. cylinders were used for the study of the effect of traffic induced vibrations on compressive strength.
The effects of traffic induced vibrations on concrete-steel bond strength and concrete compressive strength was studied for full depth repairs of reinforced concrete bridge decks. The specimens had blockouts to represent full depth patch repair areas. Two bar sizes, two top covers, and four slumps were used. The bond tests used modified cantilever specimens. Standard 6 in. x 12 in. cylinders were used for the study of the effect of traffic induced vibrations on compressive strength.
Effects of Traffic Induced Vibrations on Bridge Deck Repairs
1984
68 pages
Report
No indication
English
Highway Engineering , Transportation , Road Transportation , Transportation & Traffic Planning , Bridge decks , Maintenance , Vibration , Vehicular traffic , Bars , Reinforced concretes , Concretes , Bonding strength , Compressive strength , Highway bridges , Concrete construction , Concrete durability , Maintenance management , Vehicular traffic control
Effects of traffic-induced vibrations on bridge-deck repairs
| UB Braunschweig | 1981