Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (I): Experimental Study

Yuan Che; Qing Li Wang; Yong Bo Shao; Hai Tao Mu

doi:10.4028/www.scientific.net/AMR.163-167.3580

Paper Titles

Research on the Properties of the Concrete Filled Steel Tube Columns with CFRP Composite Materials
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Properties of Interface Structure between Ultra-Thin White Topping and Old Concrete Pavement
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Shrinkage Performance of Adherence of New Steel Fiber-Reinforced Concrete to Old Concrete
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Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (II): Experimental Results and Analysis
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Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (I): Experimental Study
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Reliability Analysis and Design Suggestion of Concrete Structure Bonded Rebars with Inorganic Material
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Creep Properties of CFRP-Steel Composites Subjected to Tensile Loads
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Effect of Cycle-Counting Methods on Fatigue Evaluation of Railway Bridges
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Experimental Investigation on Anchorage Mechanisms of Self-Locked Anchor under Combined Tension and Shear
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Research on Hysteretic Behavior of the Concrete...

Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (I): Experimental Study

Abstract:

Overall 12 specimens were experimentally investigated in this paper to study the hysteretic behaviors of the concrete-filled square CFRP-steel tubular (S-CFRP-CFST) beam-columns. The test results indicated that CFRP can provide transverse confinement effect and longitudinal strengthening effect for the concrete filled square steel tubular (S-CFST) beam-columns effectively and the local buckling of the steel tube is deferred. The hysteretic load-deflection curves and the hysteretic moment-curvature curves at the mid-span of all the specimens are generally plump, and it shows these specimens have good hysteretic performance. In the later loading period, the load bearing capacity drops.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3580-3585

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3580

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Online since:

December 2010

Authors:

Yuan Che, Qing Li Wang, Yong Bo Shao, Hai Tao Mu

Keywords:

Beam-Column, Experimental Study, Hysteretic Behaviour, In-Filled Concrete, Square CFRP-Steel Tube

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