About Us   |   Contact Us
An International Publisher for Academic and Scientific Journals
Author Login 
 Author Login
Submit Manuscript
Join Membership
Join As Reviewer
Join As Editor
Pay Publication Fee
Subscribe Hard Copy
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 | 232 188
DOI: 10.21276/sjet
Pages: 170-173
Downloads
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.