Abstract
Abstract Two precast prestressed high-strength concrete and high-strength self-consolidating concrete pedestrian bridges were designed and erected in Rolla, Missouri, for an in situ investigative study to monitor time-dependent losses. Using the temperature and strain data monitored by the vibrating wire strain gauges within the beam cross sections, time-dependent losses were determined and compared between the bridges and various empirical expressions presented by AASHTO and the Precast/Prestressed Concrete Institute. © 2013 American Society of Civil Engineers.
Recommended Citation
J. J. Myers and K. E. Bloch, "Comparison of Prestress Losses for Pedestrian Bridges Constructed with High-strength Concrete and High-strength Self-consolidating Concrete," Journal of Bridge Engineering, vol. 18, no. 9, pp. 871 - 878, American Society of Civil Engineers, Sep 2013.
The definitive version is available at https://doi.org/10.1061/(ASCE)BE.1943-5592.0000431
Department(s)
Civil, Architectural and Environmental Engineering
Keywords and Phrases
Creep; High-strength concrete; High-strength self-consolidating concrete; Prestress losses; Prestressed concrete; Shrinkage
International Standard Serial Number (ISSN)
1084-0702
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 American Society of Civil Engineers, All rights reserved.
Publication Date
01 Sep 2013
