| Autor: |
Acheli, Alla Eddine, Jayaseelan, Hema, Russell, Bruce W., Peters, Walter, Filip, Chris |
| Předmět: |
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| Zdroj: |
PCI Journal; Sep/Oct2024, Vol. 69 Issue 5, p63-82, 20p |
| Abstrakt: |
This study investigates prestress loss measured on precast, prestressed concrete bridge beams for a bridge in Oklahoma. The research examines the effects of including mild reinforcing steel in the bottom flange of precast concrete girder and the alternative prestressing pattern on the prestressing losses of pretensioned bridge girders. Using solar powered batteries, a structural monitoring system has been providing an ongoing stream of data since beam fabrication and will continue through the service life of the bridge. In addition to the measured data, the prestress losses were predicted at the girder midspan using five different methods for computing prestress loss. Data show that current equations overestimate the concrete elastic modulus at early ages, leading to an underprediction of elastic shortening losses. Results show that prestress losses are reduced by incorporating a combination of fully tensioned top strand plus mild steel in the bottom flanges of the bridge girder. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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