Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6738425 | Engineering Structures | 2018 | 8 Pages |
Abstract
Analysis is undertaken in this study to (i) quantify long-term prestress loss and bond-transfer behaviors by applying the proposed model and directly utilizing measured draw-in time history data, (ii) validate the proposed quantitative analysis by using scaled pretensioned concrete beams with different types of aggregates and strengths of concrete - among other factors, and (iii) offer discussion of future work. For example, introducing concrete drying shrinkage into the proposed simple model seems promising and is necessary to provide an improved representation of the time-dependent behavior of prestressed concrete.
Related Topics
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Geotechnical Engineering and Engineering Geology
Authors
Royce W. Floyd, Jin-Song Pei, Joseph P. Wright,