Accuracy of Existing Theoretical Models on the Assessment of the Design Shear Capacity of Slender RC Beams with Steel and GFRP Rods Without Transverse Reinforcement
- 27 November 2021
- book chapter
- conference paper
- Published by Springer Science and Business Media LLC
Abstract
No abstract availableKeywords
This publication has 6 references indexed in Scilit:
- Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Experimental researchStructural Concrete, 2018
- Influence of Longitudinal GFRP Reinforcement Ratio on Shear Capacity of Concrete Beams without StirrupsProcedia Engineering, 2017
- The compression chord capacity model for the shear design and assessment of reinforced and prestressed concrete beamsStructural Concrete, 2016
- Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beamsEngineering Structures, 2015
- Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams subjected to point or distributed loadsFrontiers of Structural and Civil Engineering, 2014
- Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beamsStructure and Infrastructure Engineering, 2014