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Prestress losses evaluation in prestressed concrete prismatic specimens
Highlights ► Prestress losses have been measured using two testing techniques: forces and strains. ► A coefficient to account for the results from both techniques has been proposed. ► Effects of concrete mix, cross-section size and age at release have been analyzed. ► Comparisons with predicted prestress losses from methods in codes have been analyzed.
Abstract This paper presents an experimental research work to evaluate prestress losses in pretensioned prestressed concrete. An experimental program including variables such as concrete mix design, specimen cross-section size and concrete age at the prestress transfer was carried out. Several pretensioned prestressed concrete prismatic specimens were made and tested using the ECADA+ test method, based on measuring prestressing reinforcement force. In addition, specimens were instrumented to obtain the longitudinal concrete strains profiles at any time. Measurements from both techniques were taken over 1year. Measured prestress losses included elastic shortening losses and time-dependent losses due to concrete shrinkage and creep. A coefficient to account for the relationship between the prestress losses from the measured prestressing forces and the actual prestress losses from concrete compressive strains is proposed. The experimental results were compared with the predicted prestress losses using methods from several codes.
Prestress losses evaluation in prestressed concrete prismatic specimens
Highlights ► Prestress losses have been measured using two testing techniques: forces and strains. ► A coefficient to account for the results from both techniques has been proposed. ► Effects of concrete mix, cross-section size and age at release have been analyzed. ► Comparisons with predicted prestress losses from methods in codes have been analyzed.
Abstract This paper presents an experimental research work to evaluate prestress losses in pretensioned prestressed concrete. An experimental program including variables such as concrete mix design, specimen cross-section size and concrete age at the prestress transfer was carried out. Several pretensioned prestressed concrete prismatic specimens were made and tested using the ECADA+ test method, based on measuring prestressing reinforcement force. In addition, specimens were instrumented to obtain the longitudinal concrete strains profiles at any time. Measurements from both techniques were taken over 1year. Measured prestress losses included elastic shortening losses and time-dependent losses due to concrete shrinkage and creep. A coefficient to account for the relationship between the prestress losses from the measured prestressing forces and the actual prestress losses from concrete compressive strains is proposed. The experimental results were compared with the predicted prestress losses using methods from several codes.
Prestress losses evaluation in prestressed concrete prismatic specimens
Caro, L.A. (author) / Martí-Vargas, J.R. (author) / Serna, P. (author)
Engineering Structures ; 48 ; 704-715
2012-11-25
12 pages
Article (Journal)
Electronic Resource
English
Concrete , Pretensioned , Prestress loss , Creep , Shrinkage , Transfer , Strain
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