Effect of corner radius on the performance of CFRP-confined square concrete columns: Test

By Lei-Ming Wang, Yufei Wu. 2008

528 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ed2000f841d97850b2d3de89fe616ffea9901835

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Togay Ozbakkaloglu
2. J. Lim
3. I. B. R. Widiarsa
4. Yang Wei
5. Yufei Wu
6. M. Hadi
7. T. Xie
8. T. Vincent

In Civil and Structural Engineering

1. Togay Ozbakkaloglu
2. J. Lim
3. I. B. R. Widiarsa
4. Yang Wei
5. Yufei Wu
6. M. Hadi
7. T. Xie
8. T. Vincent

Citations in the corpus

• Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading (2012, background): “Most of these studies investigated the behavior of columns under concentric loads (Kumutha et al. 2007; Wang and Wu 2008; Lam and Teng 2002; Teng and Lam 2004; Rousakis et al. 2007), whereas only a few studies presented investigations of columns under eccentric loads.”
• General Stress-Strain Model for Steel- and FRP-Confined Concrete (2015, result): “C30 One-ply Wang and Wu (2008)”
• Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “Similar observation were previously reported for FRP-confined NSC (Rochette and Labossiere 2000; Ozbakkaloglu and Oehlers 2008a; Wang and Wu 2008).”