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Volume 36 Issue 11
Dec.  2014
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Article Contents
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
Citation: 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

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

doi: 10.13204/j.gyjz200611003
  • Received Date: 2006-06-20
  • Publish Date: 2006-11-20
  • 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.
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