作者
PK Gupta, SM Sarda, MS Kumar
发表日期
2007/2/1
期刊
Journal of constructional steel research
卷号
63
期号
2
页码范围
182-193
出版商
Elsevier
简介
The paper presents an experimental and computational study on the behaviour of circular concentrically loaded concrete filled steel tube columns till failure. Eighty-one specimens were tested to investigate the effect of diameter and D/t ratio of a steel tube on the load carrying capacity of the concrete filled tubular columns. The effect of the grade of concrete and volume of flyash in concrete was also investigated. The effect of these parameters on the confinement of the concrete core was also studied. Diameter to wall thickness ratio between 25<D/t<39, and the length to tube diameter ratio of 3<L/D<8 was investigated. Strength results of Concrete Filled Tubular columns were compared with the corresponding findings of the available literature. Also a nonlinear finite element model was developed to study the load carrying mechanism of CFTs using the Finite Element code ANSYS. This model was validated by …
引用总数
20072008200920102011201220132014201520162017201820192020202120222023202425981010111313171227243027232219
学术搜索中的文章