A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading

YAN Dawei; XUE Weichen; JIANG Jiafei

doi:10.3724/j.gyjzG24043001

Volume 54 Issue 6

Jun. 2024

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YAN Dawei, XUE Weichen, JIANG Jiafei. A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 1-12. doi: 10.3724/j.gyjzG24043001

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YAN Dawei, XUE Weichen, JIANG Jiafei. A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 1-12. doi: 10.3724/j.gyjzG24043001

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A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading

doi: 10.3724/j.gyjzG24043001

College of Civil Engineering, Tongji University, Shanghai 200092, China

Received Date: 2024-04-30
Available Online: 2024-06-24

Abstract

Abstract

The serviceability of FRP prestressed concrete (FRP-PC) beams under sustained loading would be affected by the excessive long-term additional deflection, which is caused by the coupled effect of creep and relaxation of FRP tendons, and shrinkage and creep of concrete. A systematic review of the research progress on the long-term performance and design methods of FRP-PC beams was carried out. Firstly, the creep and relaxation properties of FRP tendons were introduced and the prediction methods were summarized. Secondly, the relevant results related to the past 20-year-research on the experiments of long-term performance of bonded prestressed concrete beams and externally prestressed concrete beams were concluded. The time-dependent finite element analysis method based on the age-adjusted effective modulus method (AEMM) or the integral-type creep model was summarized, and the corresponding parametric results were introduced. In addition, the similarities and differences of calculation theories and the simplified methods were analyzed. Finally, the future research on the long-term performance of FRP-PC beams was suggested.
- FRP tendon,
- creep and relaxation,
- creep and shrinkage,
- long-term behavior,
- experiments,
- time-dependent finite element analysis,
- calculation theories

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References(65)

References

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