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Crack resistance of large-size precast-monolithic reinforced concrete members
In these members prestressing of part of section is possible with raising of prestressing efficiency of tensile zone during operation; USSR Standard Code does not consider this; when height of prestressed member is below center of gravity of reduced section of precast monolithic structures, tensile concrete of monolithic part is excluded; cracking calculations are performed without differential shrinkage.
Crack resistance of large-size precast-monolithic reinforced concrete members
In these members prestressing of part of section is possible with raising of prestressing efficiency of tensile zone during operation; USSR Standard Code does not consider this; when height of prestressed member is below center of gravity of reduced section of precast monolithic structures, tensile concrete of monolithic part is excluded; cracking calculations are performed without differential shrinkage.
Crack resistance of large-size precast-monolithic reinforced concrete members
O treshchinostoikosti krupnorazmernykh sborno-monolitnykh zhelezobetonnykh konstruktsii
Kuperman, I.Sh. (author)
1966
5 pages
Article (Journal)
English
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