Crack Pattern and Ductility of Steel Reinforced Ultra High Strength Concrete Composite Joint Subjected to Reversal Cycle Load

Chang Wang Yan; Jin Qing Jia; Ju Zhang

doi:10.4028/www.scientific.net/KEM.417-418.845

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HomeKey Engineering MaterialsKey Engineering Materials Vols. 417-418Crack Pattern and Ductility of Steel Reinforced...

Crack Pattern and Ductility of Steel Reinforced Ultra High Strength Concrete Composite Joint Subjected to Reversal Cycle Load

Abstract:

In order to investigate the seismic damage and performance of steel reinforced ultra high strength concrete composite joint subjected to reversal cycle load, six interior strong-column-weak-beam joint specimens were tested with various axial load ratio and volumetric stirrup ratio. A discussion on the crack mode and ductility was presented. It was found that all joint specimens failed in bending with a beam plastic hinge in a ductile manner, with crack propagation different from the weak-column-strong-beam joint. The experimental results indicated that test parameters of the steel reinforced ultra high strength concrete composite joint with good seismic performance may be referred for engineering application.

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Periodical:

Key Engineering Materials (Volumes 417-418)

Pages:

845-848

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.417-418.845

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Online since:

October 2009

Authors:

Chang Wang Yan, Jin Qing Jia, Ju Zhang

Keywords:

Reversal Cycle Load, Seismic Damage, Seismic Performance, Steel Reinforced Ultra High Strength Concrete Composite Joint

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