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Strains in some prestressed concrete structures
Vibrating-wire strain gages were used to measure strains before and after transfer, and subsequently at appropriate intervals; stresses at transfer, determined from measured strains, were compared with calculated values, and changes of strain with time are described and discussed in relation to current values used in design; design stresses at transfer were largely achieved in each structure; in case of office building, long-term contractions of concrete were close to those provided for in design, but for other structures contractions after 1 yr were less than design values.
Strains in some prestressed concrete structures
Vibrating-wire strain gages were used to measure strains before and after transfer, and subsequently at appropriate intervals; stresses at transfer, determined from measured strains, were compared with calculated values, and changes of strain with time are described and discussed in relation to current values used in design; design stresses at transfer were largely achieved in each structure; in case of office building, long-term contractions of concrete were close to those provided for in design, but for other structures contractions after 1 yr were less than design values.
Strains in some prestressed concrete structures
Instn Civ Engrs -- Stresses in Service -- Proc
Stevens, R.F. (Autor:in) / Corson, R.H. (Autor:in)
Proceedings of the Institution of Civil Engineers on stresses in Service ; 1966
1966
10 pages
Aufsatz (Konferenz)
Englisch
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