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Scholars Journal of Engineering and Technology | Volume-5 | Issue-04
Influence of Height - diameter Ratio on Bearing Capacity of GFRP - Steel Double - tube Concrete Column
Yun-feng Zhang, Xue-song Yu, Zi-yang Wu
Published: April 30, 2017 | 112 64
DOI: 10.21276/sjet
Pages: 170-173
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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 GFRPdouble 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.