Effect of wetting/drying cycling on flexural behavior of RC beams strengthened by prestressed CFRP plate: Experimental and analytical investigations
Author:
Publisher
Elsevier BV
Subject
Materials Science (miscellaneous)
Reference50 articles.
1. Stress analysis of steel beams reinforced with a bonded CFRP plate;Deng;Compos. Struct.,2004
2. RC beams strengthened by prestressed CFRP plate subjected to sustained loading and continuous wetting condition: Flexural behaviour;Deng;Constr. Build. Mater.,2021
3. Experimental study of notched steel beams strengthened with a CFRP plate subjected to overloading fatigue and wetting/drying cycles;Li;Compos. Struct.,2019
4. Flexural experiment and capacity investigation of CFRP repaired RC beams under heavy pre-damaged level;Yu;Constr. Build. Mater.,2020
5. Debonding damage detection of the CFRP-concrete interface based on piezoelectric ceramics by the electromechanical impedance method;Deng;Constr. Build. Mater.,2021
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1. Flexural performance of reinforced concrete beams strengthened with prestressed FRP sheets: Experiments and numerical investigations;Case Studies in Construction Materials;2024-12
2. Integrating PZT-based WP and EMI techniques with multi-criteria analysis for monitoring and assessment of mechanical properties of structural adhesives under curing;International Journal of Adhesion and Adhesives;2024-09
3. Durability of externally strengthened concrete prisms with CFRP laminates and galvanized steel mesh attached with epoxy adhesives and mortar;Composites Part C: Open Access;2024-07
4. Multi-physical analysis of saturation-dependent creep behavior for RC beam under sustained load and wet-dry cycles;Engineering Structures;2024-06
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