INFLUENCE OF CONCRETE COMPACTION ON THE BEHAVIOR OF CONCRETE-FILLED STEEL RHS(RECTANGULAR HOLLOW SECTION) STUB COLUMNS

Yang Youfu; Han Linhai

doi:10.13204/j.gyjz200408021

Volume 34 Issue 8

Dec. 2014

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Yang Youfu, Han Linhai. INFLUENCE OF CONCRETE COMPACTION ON THE BEHAVIOR OF CONCRETE-FILLED STEEL RHS(RECTANGULAR HOLLOW SECTION) STUB COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 62-65. doi: 10.13204/j.gyjz200408021

Citation:

Yang Youfu, Han Linhai. INFLUENCE OF CONCRETE COMPACTION ON THE BEHAVIOR OF CONCRETE-FILLED STEEL RHS(RECTANGULAR HOLLOW SECTION) STUB COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 62-65. doi: 10.13204/j.gyjz200408021

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INFLUENCE OF CONCRETE COMPACTION ON THE BEHAVIOR OF CONCRETE-FILLED STEEL RHS(RECTANGULAR HOLLOW SECTION) STUB COLUMNS

doi: 10.13204/j.gyjz200408021

1.
College of Civil Engineering &Architecture,Fuzhou University Fuzhou 350002

Received Date: 2003-12-25
Publish Date: 2004-08-20

Abstract

Abstract

Tests on sixteen concrete-filled steel RHS(Rectangular Hollow Section) stub columns were reported. The main objective was to investigate the influence of concrete compaction on the section capacities and modulus of concrete-filled steel RHS stub columns. It was found that better compaction of concrete resulted in higher values of the section capacity and higher elastic modulus of concrete-filled steel tubes. The tests show the importance of good concrete compaction for concretefilled steel RHS stub columns.
- concrete-filled steel tube,
- cast quality,
- stub column,
- bearing capacity,
- stiffness

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References(10)

References

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