Effect of main and NSM reinforcing materials on the behavior of the shear strengthened RC beams with NSM reinforced HSC layers and bars-Reference-Cited by-同舟云学术

Effect of main and NSM reinforcing materials on the behavior of the shear strengthened RC beams with NSM reinforced HSC layers and bars

Published:2023-07 Issue: Volume:18 Page:e02109
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Abdo Ayman,Ahmed Sayed,Selim Mohamed,Sharaky I.A.

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference65 articles.

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5. Flexural behaviour of seawater–sea sand concrete beams reinforced with GFRP bars: effects of the reinforcement ratio, stirrup ratio, shear span ratio and prestress level;Wang;J. Build. Eng.,2022

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1. Structural efficiency of fly-ash based concrete beam-column joint reinforced by hybrid GFRP and steel bars;Case Studies in Construction Materials;2024-07

2. Shear strengthening of deficient RC deep beams using NSM FRP system: Experimental and numerical investigation;Materials Science-Poland;2024-03-01

3. Nonlinear finite element investigation on shear behaviour of simply supported and continuous RC T-beams retrofitted with deep embedded CFRP/steel bars;CAN J CIVIL ENG;2024

4. Performance of NSM and EB methods on the flexural capacity of the RC beams strengthened with reinforced HSC layers;Structures;2023-10

5. Nonlinear finite element investigation on shear behaviour of simply supported and continuous RC T-beams retrofitted with deep embedded CFRP/steel bars;Canadian Journal of Civil Engineering;2022-09-28