BEHAVIOR RESEARCH OF THROUGH HIGH STRENGTH BOLTS-END PLATE CONNECTION FOR CONCRETE FILLED SQUARE STEEL TUBE COLUMN

Wang Xiantie; Hao Jiping; Pan Yang; Ren Qingqing; Zhou Guangen

doi:10.13204/j.gyjz200803007

Volume 38 Issue 3

Dec. 2014

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Wang Xiantie, Hao Jiping, Pan Yang, Ren Qingqing, Zhou Guangen. BEHAVIOR RESEARCH OF THROUGH HIGH STRENGTH BOLTS-END PLATE CONNECTION FOR CONCRETE FILLED SQUARE STEEL TUBE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 23-26. doi: 10.13204/j.gyjz200803007

Citation:

Wang Xiantie, Hao Jiping, Pan Yang, Ren Qingqing, Zhou Guangen. BEHAVIOR RESEARCH OF THROUGH HIGH STRENGTH BOLTS-END PLATE CONNECTION FOR CONCRETE FILLED SQUARE STEEL TUBE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 23-26. doi: 10.13204/j.gyjz200803007

Citation:

Wang Xiantie, Hao Jiping, Pan Yang, Ren Qingqing, Zhou Guangen. BEHAVIOR RESEARCH OF THROUGH HIGH STRENGTH BOLTS-END PLATE CONNECTION FOR CONCRETE FILLED SQUARE STEEL TUBE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 23-26. doi: 10.13204/j.gyjz200803007

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BEHAVIOR RESEARCH OF THROUGH HIGH STRENGTH BOLTS-END PLATE CONNECTION FOR CONCRETE FILLED SQUARE STEEL TUBE COLUMN

doi: 10.13204/j.gyjz200803007

1.
1. School of Civil Eng.,Xi’an University of Architecture &Technology Xi’an 710055;
2.
2. Zhejiang Southeast Space Frame Stock Ltd.,Hangzhou 311209

Received Date: 2007-08-20
Publish Date: 2008-03-20

Abstract

Abstract

A new type of through high strength bolts-end plate connection for concrete filled square steel tube column and steel beams is proposed. A total of 3 pseudo-static experiments has been conducted in which the horizontal cyclic load is applied on the top of the column. The nonlinear finite element models involving geometric, material and contact nonlinearities are presented using 3D solid elements. The ANSYS finite element package is used to simulate the nonlinear behavior of the experimental specimens under the monotone and cyclic loading. The results obtained from the finite element and the experiments show that the connections have ex cellent strength, stiffness, ductility and energy dissipation capacity.