Deformation-based design of hollow coarse-aggregate ultra-high-performance-concrete beams reinforced with CFRP bars
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference54 articles.
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3. Experimental and Analytical Behavior of HSC Columns Reinforced with Basalt FRP Bars;Erfan;Int. J. Sci. Eng. Res.,2019
4. Two-Way Shear Resistance of FRP Reinforced-Concrete Slabs: Data and a Comparative Study;Aslam;Polymers,2022
5. The flexural behavior of nano concrete and high strength concrete using GFRP;Erfan;Constr. Build. Mater.,2020
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1. Experimental and theoretical study on the shear behaviors of an innovative precast UHPC composite beams reinforced with inverted T-shaped steel;Journal of Building Engineering;2024-11
2. Axial stress-strain behavior of pre-stressed CFRP confined concrete columns;Construction and Building Materials;2024-10
3. Bend behavior of CFRP grid fabrics UHPC panels with serpentine connectors: Experiments, simulations and calculation formula;Construction and Building Materials;2024-08
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