Axial capacity of circular concrete-filled tube columns
By Georgios Giakoumelis, D. Lam. 2004
644 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/83ff2990a1f80df4bfc9aae31946ee350bde5aa9
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Numerical simulation of concrete encased steel composite columns (2011, methodology): “[31], based on the experimental investigation conducted by Giakoumelis and Lam [32], to account for the effect of different concrete strengths.”
- Structural design of stainless steel concrete filled columns (2008, background): “4 Experimental studies on the behaviour of short composite columns with circular hollow sections (CHS) concentrically loaded in compression have been carried out by Schneider [6], Lam and Giakoumelis [7] and O’Shea and Bridge [8, 9] to investigate the effect of steel tube shape and wall thickness on”
- An elastic plastic damage formulation for concrete: Application to elementary tests and comparison with an isotropic damage model (2006, background): “For the considered compressive strength f 0c , Giakoumelis and Lam [12] demonstrated, with greased and non-greased cylinders, that the steel–concrete interface has little influence on the global behaviour.”
- Experimental behavior of circular concrete-filled steel tube stub columns (2007, background): “As a result, various studies on CFT columns with normal and high-strength concrete have been conducted in recent years [1–8].”
- 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].”
- Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns (2014, positive): “In this study, the above formula is assumed to be valid only when accompanied by the reduction factor r, which can be accepted as unity for concrete cube strengths up to 30 MPa, validated by Giakoumelis and Lam [21], or as 0.”