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Elastic and Strength Properties of Hanford Concrete Mixes at Room and Elevated Temperatures
The effects of long-term exposure to elevated temperatures on the physical properties of concrete mixes used in Hanford radioactive waste storage tanks were determined. Temperature had a significant effect on the elastic modulus of concretes. Poisson's ratio determined by the sonic method remained relatively constant. The splitting tensile strength increased rapidly up to 190 days of age. Then strength decreased to about 350 days and either leveled off or increased from that point on. Compressive strength data were erratic. (ERA citation 05:006014)
Elastic and Strength Properties of Hanford Concrete Mixes at Room and Elevated Temperatures
The effects of long-term exposure to elevated temperatures on the physical properties of concrete mixes used in Hanford radioactive waste storage tanks were determined. Temperature had a significant effect on the elastic modulus of concretes. Poisson's ratio determined by the sonic method remained relatively constant. The splitting tensile strength increased rapidly up to 190 days of age. Then strength decreased to about 350 days and either leveled off or increased from that point on. Compressive strength data were erratic. (ERA citation 05:006014)
Elastic and Strength Properties of Hanford Concrete Mixes at Room and Elevated Temperatures
M. S. Abrams (Autor:in) / M. Gillen (Autor:in) / D. H. Campbell (Autor:in)
1979
111 pages
Report
Keine Angabe
Englisch
Strength Properties of Concrete at Elevated Temperatures
NTIS | 1979
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