Entire mechanical analysis of prestressed CFRP strengthened RC beams under different prestressed introduced methods

• Published in: Advances in bridge engineering 2024-12, Vol.5 (1), p.13-19, Article 13
• Main Authors: Zhang, Zhao-jun, Wang, Wen-wei, Zhen, Jing-shui, Li, Bo-cheng, Cai, De-cheng, Du, Yang-yang
• Format: Article
• Language: English
• Subjects: Bonding strength; Carrying capacity; Civil Engineering; Concrete; Construction; Cracks; Debonding; Engineering; Entire mechanical analysis; Failure modes; Heating; Introduction method of prestressing; Iterative methods; Large Scale Bridges: Design; Load; Maintenance; Management; Mechanical analysis; Mechanical properties; Methods; Model accuracy; Original Innovation; Prestressed CFRP sheet; Prestressed concrete; Prestressing; Recovery; Reinforced concrete; Stiffness; Strengthening RC beams; Stress-strain relationships; Tensile strength; Tensioning; Wire; Yield strength
• ISSN: 2662-5407; 2662-5407
• DOI: 10.1186/s43251-024-00121-9

In order to clarify the effect of mechanical tensioning and SMA wire heating recovery on introducing prestress into CFRP sheet strengthened reinforced concrete (RC) beams, an experimental research on the bending performance of prestressed CFRP sheet strengthened RC beams was conducted. Based on the test results, a bending carrying capacity model for RC beams externally strengthened with prestressed CFRP sheets was proposed. The model provides calculation methods for the decompression moment, cracking moment, yielding moment, and ultimate moment, corresponding to different failure modes of the RC beams strengthened with externally bonded prestressed CFRP sheets. Four experimental beams were designed to verify the accuracy of the model with the prestresses of 100 MPa and 200 MPa. The results show that during the yield stage and strengthening stage, the loading-unloading stress-strain relationship curves of SMA wire under different prestrains are basically consistent. When the prestrain of SMA wire is 10%, the maximum recovery stress reaches 448.5 MPa. Under the same prestrain conditions, the maximum recovery stress of CFRP sheets was reduced by 37.8–39.5% when the prestress was introduced through heating recovery of SMA wires. The failure mode of mechanically tensioned prestressed CFRP sheet strengthened beams is the CFRP sheet debonding caused by mid-span bending cracks, while the failure mode of strengthened beams with prestressed CFRP sheet by SMA wire heating recovery is the CFRP sheet end debonding. The cracking moment and yield moment of the strengthened beams are significantly increased by two methods of introducing prestressing. The stiffness improvement of mechanically tensioned prestressed CFRP sheet strengthened beam is relatively large. While, the prestressed CFRP sheet strengthened beam by SMA wire heating recovery gradually experience end peeling failure of the CFRP sheet, and the prestressing effect does not effectively limit the development of cracks, resulting in limited stiffness improvement. The calculation results are in good agreement with the experimental results, proving that the proposed method for analyzing the entire bending process can be used to predict the bending mechanical properties of the prestressed CFRP sheet strengthened beams.