A Method Is Pesented for Predicting Actual Prestress Losses in a Prestressed Concrete Structure. It Uses Available Information on Concrete Creep and Shrinkage and Steel Stress Relaxation, and Includes the Effect of Interaction of the Various Factors Contributing to Prestress Loss. The Required Iterative Procedure and Curve Transfer Concepts Are Explained. /Author/
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Glodowski et al. (1972) studied this question.
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