The Effect of Anchorage Strength with Anchorage Capacity in Flat Plate

Hyun Ki Choi

doi:10.4028/www.scientific.net/KEM.627.245

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 627The Effect of Anchorage Strength with Anchorage...

The Effect of Anchorage Strength with Anchorage Capacity in Flat Plate

Abstract:

The punching shear on the flat plate slab-column connection can bring about the reason of the brittle punching shear failure which may result of collapsing the whole structure. From the development of residential flat plate system, the shear reinforcement is developed for preventing the punching shear. This study proposed 3 reinforcements that are increased to bond capacity using lateral bar, the structure test is performed. As performed test result, because slabs not keep enough bond length, slab is failed before shear reinforcement's yield strength duo to anchorage of slip. According to result, FEM analyzed an effect of slab thickness and concrete compressive. The study suggests shear strength formula that possible a positive shear reinforcement in slab-column connection.

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Periodical:

Key Engineering Materials (Volume 627)

Pages:

245-248

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.627.245

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Online since:

September 2014

Authors:

Hyun Ki Choi*

Keywords:

Anchorage, Finite Element Analysis (FEA), Flat Plate Slab, Punching Shear Strength

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References

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