Predicting the Compressive Stress–Strain Curve of FRP-Confined Concrete Column Considering the Variation of Poisson’s Ratio
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-020-00550-3.pdf
Reference46 articles.
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2. Vincent T, Ozbakkaloglu T (2017) Lateral strain-to-axial strain model for concrete-filled FRP tube columns incorporating interface gap and prestressed confinement. J Compos Constr 21(5):04017021
3. Fardis MN, Khalili HH (1982) FRP-encased concrete as a structural material. Mag Concr Res 34(121):191–202
4. Karbhari VM, Gao Y (1997) Composite jacketed concrete under uniaxial compression—verification of simple design equations. J Mater Civ Eng 9(4):185–193
5. Samaan M, Mirmiran A, Shahawy M (1998) Model of concrete confined by fiber composites. J Struct Eng 124(9):1025–1031
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1. Axial stress-strain behavior of pre-stressed CFRP confined concrete columns;Construction and Building Materials;2024-10
2. Experimental Studies on Durability and Mechanical Characteristics of Concrete using POFA and SCBA hybridization;Australian Journal of Structural Engineering;2022-05-17
3. Compressive Strength of FRP-Reinforced and Confined Concrete Columns;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2021-01-18
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