THEORETICAL RESEARCH ON LOAD-DEFORMATION RELATIONS OF RECYCLED AGGREGATE CONCRETE-FILLED STEEL TUBULARMEMBERS

Yang You-fu

doi:10.13204/j.gyjz200712001

Volume 37 Issue 12

Dec. 2014

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Yang You-fu. THEORETICAL RESEARCH ON LOAD-DEFORMATION RELATIONS OF RECYCLED AGGREGATE CONCRETE-FILLED STEEL TUBULARMEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 1-6,124. doi: 10.13204/j.gyjz200712001

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Yang You-fu. THEORETICAL RESEARCH ON LOAD-DEFORMATION RELATIONS OF RECYCLED AGGREGATE CONCRETE-FILLED STEEL TUBULARMEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 1-6,124. doi: 10.13204/j.gyjz200712001

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THEORETICAL RESEARCH ON LOAD-DEFORMATION RELATIONS OF RECYCLED AGGREGATE CONCRETE-FILLED STEEL TUBULARMEMBERS

doi: 10.13204/j.gyjz200712001

Yang You-fu

1.
College of Civil Engineering,Fuzhou University Fuzhou 350002

Received Date: 2007-08-05
Publish Date: 2007-12-20

Abstract

Abstract

Based on the constitutive models of steel and core recycled aggregate concrete (RAC), the load versus deformation curves of RACFST stub columns, beams and beam- columns were calculated using numerical method, and the calculated results agreed well with the tested results.Finally, based on the results of parametric analysis, simplified formulae for the calculation of bearing capacity of RACFST members were proposed.
- concrete- filled steel,
- tube recycled aggregate concrete,
- constitutivemodel,
- mechanical performance,
- bearing capacity

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References

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