Analytical Behavior of Rubber Concrete-Filled Steel Tubular Columns under Cyclic Loading

Yan Hua Liu; Yi Kui Bai; Guo Hui Jiang

doi:10.4028/www.scientific.net/AMM.94-96.123

Paper Titles

Internal Forces and Steel Arrangement Analysis on the Steel Lined Reinforced Concrete Penstocks
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Calculation of Thermal Stress of Thick Arch Concrete Lining of Tunnel of Big Span
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Calculation Method on the Internal Force of Frame-Composite Wall Structure in Plastic Stage
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Experiment Research on Shear Strength of RC Beams with High-Strength Stirrup
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Analytical Behavior of Rubber Concrete-Filled Steel Tubular Columns under Cyclic Loading
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Dynamic Elasto-Plastic Analysis on the Steel Spatial Arch Truss with 90 m Span and 0.3 Rise-Span Ratio
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A Review on Numerical Simulation of Pile Caps in Large-Scale Structures
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Discussion on the Influencing Factors of Cracking Bending Moment in Prestressed Concrete Hollow Slab
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Computational Analysis of Point-Supported Full-Glass Roof Structure
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Analytical Behavior of Rubber Concrete-Filled...

Analytical Behavior of Rubber Concrete-Filled Steel Tubular Columns under Cyclic Loading

Abstract:

Keywords: concrete-filled steel tube; rubber concrete; analytical behavior; rubber replacing ratio; hysteretic behavior. Abstract: This paper presents a finite element analysis (FEA) model for the rubber concrete-filled steel tubular columns under cyclically increasing horizontal displacement loading. The cyclic load versus lateral displacement hysteresis curves was calculated by using FEA model to investigate the behavior of the columns. Based on the theoretical model, the influences of different column cross-section type (square, rectangular and circular) and rubber replacing ratio on the lateral load versus lateral displacement skeleton curves and rigidity degradation curves of rubber concrete-filled steel tubular columns were discussed.

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Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

123-126

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.123

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Online since:

September 2011

Authors:

Yan Hua Liu, Yi Kui Bai, Guo Hui Jiang

Keywords:

Analytical Behavior, Concrete-Filled Steel Tube (CFST), Hysteretic Behavior, Rubber Concrete, Rubber Replacing Ratio

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References

[1] Yong Yuan, Lei Zheng. Experimental study on dynamic properties of rubberized concrete. Journal of Tong Ji University (Natural Science), 36(2008)1186-1190.

Google Scholar

[2] Linhai Han, in: Theory and practice of concrete filled-steel tube structure, edtied by Science Press Publications, China, NY (2007), in press.

Google Scholar

[3] Wei Li, Linhai Han. Seismic performance of CFST column to steel beam joints with RC slab: Analysis. Journal of Constructional Steel Research, 67(2010)127-139.

DOI: 10.1016/j.jcsr.2010.07.002

Google Scholar

[4] Linhai Han, Youfu Yang. Cyclic performance of concrete-filled steel CHS columns under flexural loading. Journal of Constructional Steel Research, 61(2005) 423-452.

DOI: 10.1016/j.jcsr.2004.10.004

Google Scholar

[5] Linhai Han, Youfu Yang, Zong Tao. Concrete-filled thin walled steel RHS beam-columns subjected to cyclic loading. Journal of Thin-walled Structures, 41(2004) 801-833.

DOI: 10.1016/s0263-8231(03)00030-2

Google Scholar