Uniaxial stress–strain relationship of concrete confined by various shaped steel tubes

By K. Susantha, H. Ge, T. Usami. 2001

296 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/cdca5cc769ce0d74b1d480222d42a66d932f600e

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. Antonio Huerta
2. Nan Lin
3. Q. Liang
4. Cheng-Chih Chen

In Civil and Structural Engineering

1. Gilles Pijaudier-Cabot
2. Antonio Huerta
3. Nan Lin
4. Q. Liang
5. J. Nie
6. Cheng-Chih Chen
7. G. Rozvany

Citations in the corpus

• An elastic plastic damage formulation for concrete: Application to elementary tests and comparison with an isotropic damage model (2006, background): “The dimensions of the sample and the mechanical properties experimentally reported in (Susantha et al., 2001) and measured on non wrapped specimens, are listed in table 9. The steel – concrete interface is assumed to be perfect. For the considered compressive strength f’c, Giakoumelis and Lam (2003)”
• Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns (2006, background): “Research has been conducted to study the confinement effect of the concrete in concrete-filled steel tube (CFT) composite columns [11–16].”
• Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression (2017, background): “The behavior of conventional circular CFST columns has been studied analytically and numerically by researchers [7, 9, 10, 20-36].”
• Analytical modeling of bending of circular concrete-filled steel tubes (2012, unknown): “Most previous studies on CFT focused on axial or combined axial-flexural response [1-7].”
• Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls (2013, background): “The concrete in the boundary columns and wall body is all restrained by surrounding steel plates, so the compressive stress–strain relation for concrete confined by the steel tube [30] is used.”