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A platform for research: civil engineering, architecture and urbanism
Hydrated portland cement and lightweight concrete at elevated temperatures
Stress-strain relationship in compression of hydrated portland cement, with water-cement ratio of 0.33, and light weight concrete was studied at elevated temperatures; properties of both materials seemed to be virtually unaffected by temperature up to about 400 F; above this, modulus of elasticity and ultimate strength decreased with increasing temperature; changes were more definite for hydrated portland cement.
Hydrated portland cement and lightweight concrete at elevated temperatures
Stress-strain relationship in compression of hydrated portland cement, with water-cement ratio of 0.33, and light weight concrete was studied at elevated temperatures; properties of both materials seemed to be virtually unaffected by temperature up to about 400 F; above this, modulus of elasticity and ultimate strength decreased with increasing temperature; changes were more definite for hydrated portland cement.
Hydrated portland cement and lightweight concrete at elevated temperatures
Am Concrete Inst -- J
Harmathy, T.Z. (author) / Berndt, J.E. (author)
1966
20 pages
Article (Journal)
English
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