Performance of corroded RC beams strengthened in flexure using UHPC: Effect of configuration and thickness of the UHPC layers
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
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1. Experimental and numerical simulation research on the flexural performance of beams reinforced with GFRP bars and three-sides UHPC layer;Structures;2024-01
2. Flexural behavior of the hollow slab girders strengthened with ultra-high performance concrete: Field full-scale experiment and analysis;Construction and Building Materials;2023-12
3. Structural behavior of severely corroded RC beams retrofitted with UHPC layer: an experimental study;Innovative Infrastructure Solutions;2023-11-11
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