Abstract
High-strength concrete can be used to achieve longer-span or more widely spaced prestressed bridge girders. Two full-size long-span, high-strength prestressed bridge girders were constructed to investigate the effects of high-strength concrete on transfer length, camber, prestress losses, fatigue, flexure, and shear strength. The results of studies on constructibility, transfer length, prestress losses, and camber are presented.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 22-30 |
| Number of pages | 9 |
| Journal | Transportation Research Record |
| Issue number | 1476 |
| State | Published - Dec 1 1995 |
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