Effect of shear connectors and interface roughness on the behavior of one way composite pre-slabs

M., FAWZY and M., RABEA and W., ZAKI (2015) Effect of shear connectors and interface roughness on the behavior of one way composite pre-slabs. In: Fourth International Conference On Advances in Civil and Structural Engineering - CSE 2015, 26-27 September, 2015, Kuala Lumpur, Malaysia.

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Abstract

The behavior of one way composite pre-slabs were studied. An experimental program was carried out to test nine simply supported slabs, one of them was reference monolithic slab and the remaining eight slabs were composite pre-slabs composed of two concrete layers. The composite preslabs were divided into three groups to investigate the effect of shear connectors length and ratio, and interface roughness on the behavior of pre-slabs. Also a theoretical analysis was carried out to confirm the experimental program. It was concluded from these experiments that increasing of shear connectors length or ratio led to increase horizontal shear capacity. Also, the interface roughness had a pronounced effect on the horizontal shear capacity of the composite pre-slab

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: Concrete, Shear Connectors, Pre-slabs, shear transfer, Interface roughness
Depositing User: Mr. John Steve
Date Deposited: 26 Apr 2019 04:42
Last Modified: 26 Apr 2019 04:42
URI: http://publications.theired.org/id/eprint/1517

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