i do have tensile strength,4900MPa, elastic modulus 230GPa and elongation 2.1%.
Check the following articles:
Prediction of axial compressive strength for FRP-confined concrete compression members
Nonlinear finite element analysis on long columns of high-strength concrete-filled square steel tube with inner CFRP circular tube under axial load
Numerical analysis of steel HSS Beam-Column Retrofitted with CFRP
Mechanical behavior of steel-encased concrete filled prefabricated FRP tubes short column under axial compression based on ABAQUS
I need support on penal data analysis.
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