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- W838875093 abstract "An extensive number of tests have been conducted in the laboratory where fly ash was used to replace up to 25 percent of normal portland cement. The concrete was cured under standard conditions but was exposed and tested at either normal or high temperatures. The test results show that temperatures have minor effect on strength, elasticity and creep of unsealed fly ash concrete. This behaviour is also typical of sealed concrete exposed to temperatures up to 160 degrees F (71 degrees C). In the range of 250 to 300 degrees F (121 to 149 degrees C), sealed concrete showed an increase in strength and creep while the modulus of elasticity remained constant. At 350 and 450 degrees F (177 and 232 degrees C) strength and elasticity of sealed concrete were reduced a large amount while creep showed large monotonic increase in temperature. (Author/TRRL)" @default.
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- W838875093 date "1981-01-01" @default.
- W838875093 modified "2023-09-27" @default.
- W838875093 title "PROPERTIES OF CONCRETE CONTAINING FLY ASH AT NORMAL AND HIGH TEMPERATURES" @default.
- W838875093 hasPublicationYear "1981" @default.
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