MECHANISM OF CONCRETE-FILLED DOUBLE-SKIN STEEL TUBULAR COLUMNS (CHS INNER AND CHS OUTER) SUBJECTED TO AXIAL COMPRESSION

Huang Hong Tao Zhong

doi:10.13204/j.gyjz200611003

Volume 36 Issue 11

Dec. 2014

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Huang Hong Tao Zhong, . MECHANISM OF CONCRETE-FILLED DOUBLE-SKIN STEEL TUBULAR COLUMNS (CHS INNER AND CHS OUTER) SUBJECTED TO AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 11-14,36. doi: 10.13204/j.gyjz200611003

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MECHANISM OF CONCRETE-FILLED DOUBLE-SKIN STEEL TUBULAR COLUMNS (CHS INNER AND CHS OUTER) SUBJECTED TO AXIAL COMPRESSION

doi: 10.13204/j.gyjz200611003

Huang Hong Tao Zhong¹,

1.
1 College of Civil Engineering,Fuzhou University Fuzhou 350002;
2.
2 Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2006-06-20
Publish Date: 2006-11-20

Abstract

Abstract

Load-deformation relationship curves of concrete filled double-skin steel tubes(CFDST) subjected to axial compression are analyzed by finite element analysis(using ABAQUS software).The outer steel tubes and the inner steel tubes are circular hollow sections(CHS).The predicted load versus deformation relationship curves are in good agreement with those of tests.Based on the finite element analysis,loads carried by the inner steel tubes,outer steel tubes and concrete respectively during the loading process,as well as interactions between them are analyzed.Finally,influences of hollow section ratio,nominal steel ratio and strength of the materials on the interactions between steel tubes and concrete are investigated.
- double-skin,
- concrete-filled circular steel tubes,
- axial compression,
- finite element method,
- mechanism

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References(4)

References

陶忠,韩林海,黄宏.圆中空夹层钢管混凝土柱力学性能研究.土木工程学报,2004,37(10):56-67

[2] 刘威.钢管混凝土局部受压时的工作机理研究:[博士学位论文].福州:福州大学,2005

[3] American Concrete Institute.Building Code Requirements for Structural Concrete and Commentary (ACI-318-89).Detroit:Farmington Hills,1999

[4] Hibbitt,Karlson,Sorenson.ABAQUS Version 6.4:Theory Manual,Users' Mauual,Verification Manual and Example Problems Manual.Habbitt:Karlson and Sorenson Inc.,2003

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