Influence of Height - diameter Ratio on Bearing Capacity of GFRP - Steel Double - tube Concrete Column
Journal Title: Scholars Journal of Engineering and Technology - Year 2017, Vol 5, Issue 4
Abstract
In this paper, ANSYS finite element software is used to analyze the finite element analysis of four different members with different height-diameter ratio. The influence of height ratio on the ultimate bearing capacity of GFRP-double concrete-filled steel tubular columns is investigated. The results show that the ultimate bearing capacity of the specimen decreases with the increase of slenderness ratio, and the variation range of bearing capacity is different in different slenderness interval. Keywords: GFRP pipe - concrete - steel pipe combination column; Height - diameter Ratio; Axial compression; Ultimate bearing capacity.
Authors and Affiliations
Yun-feng Zhang, Xue-song Yu, Zi-yang Wu
Keywords
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