In-situ evaluation on existing RC beam strengthened with GFRP-reinforced UHPC overlay
Author:
Funder
Chongqing Jiaotong University
Publisher
Elsevier BV
Reference59 articles.
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1. An experimental and numerical investigation on the flexural strengthening of full-scale corrosion-damaged RC columns using UHPC layers;Construction and Building Materials;2024-10
2. Mesoscopic shear behavior and strength characteristic of UHPC-NC interface considering the combined effect of mechanical interlocking and dowel action;Engineering Fracture Mechanics;2024-08
3. Behavior of Existing Box Beams Repaired with High-Strength Mortar Layer and Ultra-High-Performance Concrete (UHPC) Overlay: Experimental, Numerical, and Theoretical Investigations;Buildings;2024-07-05
4. An Experimental Investigation on the Flexural Strengthening of Full-Scale Corrosion-Damaged Rc Columns Using Uhpc Layers;2024
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