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Continuous Model for Postpeak Softening–Rehardening of Circular and Rectangular Concrete Columns with Large Rupture Strain FRP Confinement
Data Availability Statement All data, models, and code generated or used during the study appear in the published article. Acknowledgments The work presented in the current paper was financially supported by the National Science Fund for Distinguished Young Scholars of China (No. 52325804) and the Shenzhen Science and Technology Innovation Commission (No. JCYJ20220531101206014). The authors are grateful for this financial support.
Multiscale Insights into the Electrochemical and Mechanical Performance of CFRP Bars in a Real Concrete Environment under Anodic Polarization
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Interfacial bond-slip performances of CFRP tube‐ultralightweight cement composite‐stainless steel tubular pipe
REFERENCES 1, , , . Hybrid FRP–concrete–steel tubular columns: concept and behavior. Construct Build Mater. 2007; 21(4): 846–854. 2, , . Stress-strain behavior of concrete in hybrid FRP-concrete-steel double-skin tubular columns. J Struct Eng. 2010; 136(4): 379–389. 3, , , , , . Behavior and modeling of FRP-concrete-steel double-skin tubular columns made of full lightweight aggregate concrete. Construct Build Mater. 2017; 139: 52–63. 4, , , , , , et al.
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