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A platform for research: civil engineering, architecture and urbanism
Prochnost izgibaemykh zhelezobetonnykh elementove, etc
Flexural strength of reinforced concrete members at very low temperatures; study of physical and mechanical properties of concrete as well as strength and crack resistance of non-prestressed and prestressed concrete beams both in frozen state and after thawing; based on test results, it is suggested that strength reduction factor of 0.85 should be applied in concrete structure design for low temperature regions.
Prochnost izgibaemykh zhelezobetonnykh elementove, etc
Flexural strength of reinforced concrete members at very low temperatures; study of physical and mechanical properties of concrete as well as strength and crack resistance of non-prestressed and prestressed concrete beams both in frozen state and after thawing; based on test results, it is suggested that strength reduction factor of 0.85 should be applied in concrete structure design for low temperature regions.
Prochnost izgibaemykh zhelezobetonnykh elementove, etc
Prochnost izgibaemykh zhelezobetonnykh elementove, etc
Berdichevskii, G.I. (author) / Sviridov, N.V. (author)
1965
6 pages
Article (Journal)
Russian
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