Practical prediction of time-dependent deformations of concrete
Tóm tắt
The model for drying creep from Part III is here extended for the temperature effect. The basic, additive form of the double power law and the shrinkage-like term are preserved, but certain coefficients become temperature-dependent to reflect the acceleration of drying and of aging. Satisfactory agreement with test data is achieved.
Tài liệu tham khảo
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Gross H..—On high-temperature creep of concrete. 2nd International Conference on Structural Mechanics in Reactor Technology, Berlin, 1973, Vol. H, Paper H6/5,T. A. Jaeger, Ed., publ. by Commission of Eur. Communities.
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