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Thermoelastic stresses in concrete during frost-resistance testing
Formula is established and graphically represented; maximum stress is proportional to square of specimen; stresses are proportional to amplitude of fluctuation of surface temperature and inversely proportional to period of external temperature changes; thermoelastic stresses can not be neglected during frost-resistance tests.
Thermoelastic stresses in concrete during frost-resistance testing
Formula is established and graphically represented; maximum stress is proportional to square of specimen; stresses are proportional to amplitude of fluctuation of surface temperature and inversely proportional to period of external temperature changes; thermoelastic stresses can not be neglected during frost-resistance tests.
Thermoelastic stresses in concrete during frost-resistance testing
Styki sbornykh zhelezobetonnykh konstruktsii glavnykh korpusov teplovykh elektricheskikh stantsii
Grebenkin, V.G. (author)
1960
3 pages
Article (Journal)
Russian
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