NDLI: Experimental study and finite element analysis on R.C. T-shape columns strengthened with complex method

Content Provider	IEEE Xplore Digital Library
Author	Zhou MingJie Niu Jie Wang Ling
Copyright Year	2011
Description	Author affiliation: College of Civil Engineering, Hebei University of Technology, Tianjin, China (Zhou MingJie; Niu Jie; Wang Ling)
Abstract	In order to study the seismic performance of the composite reinforced concrete T-shaped columns, two reinforced T-shaped columns and one not reinforced T-shaped concrete column under constant axial loading and a group of repeating low fre-quency lateral loading confined by CFRP and steel plant are researched. Basis on the test select constitutive relations and reasonable parameters for every kind of material and use ANSYS finite element program to analysis these reinforced T-shaped columns. And compared the result with the experimental results. Basis on the analysis the seismic performance of the composited columns along the two axis were calculated. The results show that: the analysis results are same with the test results. The carrying capacity, ductility and seismic performance of the composite reinforced T-shaped columns all improved. Full wrapped CFRP can work better than the band wrapped in improving the seismic performance of T-shaped columns. After the T-shaped column had been reinforced, both the horizontal bearing capacity and deformation capacity are difference along the two project axis. The bearing capacity along the section symmetry axis is larger than the bearing capacity along the other axis.
Starting Page	1234
Ending Page	1237
File Size	291288
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5775293
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	T-shape Columns Element Analysis Steel Finite element methods Stress Experimental Research Seismic Behaviors Loading Bonding Steel Plate Concrete Bonding Hysteresis CFRP
Content Type	Text
Resource Type	Article

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