Experimental Study on Load Behavior of Steel Fiber Concrete Coupled Shear Wall

Jun Zhao; Meng Yao

doi:10.4028/www.scientific.net/AMM.438-439.682

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Experimental Study on Load Behavior of Steel Fiber...

Experimental Study on Load Behavior of Steel Fiber Concrete Coupled Shear Wall

Abstract:

Through low cycle reverse tests of three steel fiber reinforced concrete coupled shear walls, the crack pattern, bearing capacity, stiffness and displacement are analyzed. Test results show that the bearing capacity, yielding stiffness and the anti-crack performance of the coupled shear walls are generally improved by adding steel fibers to reinforced concrete coupling beams, and the stiffness degeneration is also reduced to a certain degree. More cracks are induced by steel fibers bridged the main crack, which can make the shear wall consume more energy.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

682-685

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.682

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Online since:

October 2013

Authors:

Jun Zhao, Meng Yao

Keywords:

Bearing Capacity, Coupled Shear Wall, Crack, Energy Dissipation, Steel Fibre Reinforced Concrete (SFRC)

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References

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