Evaluating interfacial shear stresses in composite hollowcore slabs using analytical solution

Authors

Aiham Adawi, Western University
Maged A. Youssef, Western UniversityFollow
Mohamed E. Meshaly, Alexandria University

Document Type

Article

Publication Date

2016

Journal

Alexandria Engineering Journal

Volume

55

Issue

3

First Page

2647

URL with Digital Object Identifier

https://doi.org/10.1016/j.aej.2016.07.001

Last Page

2654

Creative Commons License

This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.

Abstract

Analytical evaluation of the interfacial shear stresses for composite hollowcore slabs with concrete topping is rare in the literature. Adawi et al. (2014) estimated the interfacial shear stiffness coefficient (ks) that governs the behavior of the interface between hollowcore slabs and the concrete topping using push-off tests. This parameter is utilized in this paper to provide closed form solutions for the differential equations governing the behavior of simply supported composite hollowcore slabs. An analytical solution based on the deformation compatibility of the composite section and elastic beam theory, is developed to evaluate the shear stresses along the interface. Linear finite element modeling of the full-scale tests presented in Adawi et al. (2015) is also conducted to validate the developed analytical solution. The proposed analytical solution was found to be adequate in estimating the magnitude of horizontal shear stress in the studied composite hollowcore slabs.