A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Results of Creep Tests on Concrete Cylinders for the Cable-Stayed Bridge at Owensboro, Kentucky
The Kentucky Transportation Center conducted creep tests on the concrete from the new cable stayed bridged over the Ohio River at Owensboro. The creep testing requires the compressive strength and modulus of elasticity which were determined according to the ASTM C-39 (Compressive strength of cylindrical concrete specimens) and ASTM C-49 (Static modulus of elasticity and Poisson's ratio of concrete in compression), respectively. Different sets of cylinders were loaded at three days, 30 days, and 90 days after the cylinders were made.
Results of Creep Tests on Concrete Cylinders for the Cable-Stayed Bridge at Owensboro, Kentucky
The Kentucky Transportation Center conducted creep tests on the concrete from the new cable stayed bridged over the Ohio River at Owensboro. The creep testing requires the compressive strength and modulus of elasticity which were determined according to the ASTM C-39 (Compressive strength of cylindrical concrete specimens) and ASTM C-49 (Static modulus of elasticity and Poisson's ratio of concrete in compression), respectively. Different sets of cylinders were loaded at three days, 30 days, and 90 days after the cylinders were made.
Results of Creep Tests on Concrete Cylinders for the Cable-Stayed Bridge at Owensboro, Kentucky
D. L. Eaton (author) / D. L. Allen (author)
2000
48 pages
Report
No indication
English
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