Compressive behavior of concrete-filled FRP tube columns: Assessment of critical column parameters

By Togay Ozbakkaloglu. 2013

252 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/3ff3a774c1ca581a1acfa52aefccbe0704823db8

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. T. Xie
2. Togay Ozbakkaloglu
3. J. Lim
4. T. Vincent
5. B. A. L. Fanggi

In Civil and Structural Engineering

1. T. Xie
2. Togay Ozbakkaloglu
3. J. Lim
4. T. Vincent
5. B. A. L. Fanggi

Citations in the corpus

• Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “This behavior, which is caused by the brittle nature of HSC as was discussed in detail previously [3,12,17,29,32,35,37], is referred to in the present study as the initial strength softening behavior, and the region corresponding to it is highlighted on the stress–strain curve shown in Fig.”