Architecture & Civil Engineering

Mechanical Properties of Stirrups Confinement Concrete- Filled Round- Ended Steel Tubular Stub Short Columns Under Axial Compression

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  • 1.School of Civil Engineering,Central South University,Changsha 410075,Hunan,China; 2.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China
付磊(1985-),男,博士,主要从事钢-混凝土组合结构研究.E-mail:fulei19862008@126.com

Received date: 2014-05-23

  Revised date: 2014-07-18

  Online published: 2014-11-17

Supported by

国家科技支撑计划项目(2011BAJ09B02);新世纪优秀人才支持计划项目(NCET-11-0508)

Abstract

In order to improve the mechanical properties of confinement concrete- filled round- ended steel tubular (CFRT) stub columns,this paper adopts the way of welding stirrups to enhance the constraint effect on core con- crete.Then,the ABAQUS software is employed to analyze the finite element parameters of the 3D solid of stirrups confinement concrete- filled round- ended steel tubular (SCFRT) stub columns in four constraint ways,and the way of bidirectional butt joint stirrups is found to be the best.Finally,two sets of CFRT stub columns and two sets of SCFRT stub columns are investigated by experiments.It is found that the experimental results accord well with the simulation ones,which demonstrates that the way of bidirectional butt joint stirrups is rational.

Cite this article

Fu Lei Ding Fa- xing Gu Li- xiong Gong Yong- zhi . Mechanical Properties of Stirrups Confinement Concrete- Filled Round- Ended Steel Tubular Stub Short Columns Under Axial Compression[J]. Journal of South China University of Technology(Natural Science), 2014 , 42(11) : 113 -120 . DOI: 10.3969/j.issn.1000-565X.2014.11.017

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