Technical Papers
Nov 15, 2012

Effects of Simulated Corrosion and Delamination on Response of Two-Way Slabs

Publication: Journal of Structural Engineering
Volume 140, Issue 1

Abstract

This paper presents the results from an experimental program that studied the effects of simulated delamination and corrosion on the structural response of six two-way slab-column specimens with details typical of older construction. The results in terms of load-deflection response, punching shear resistance, and cracking are compared. The test results demonstrate that a reduction in reinforcing bar cross-sectional area (simulated corrosion) leads to a significant drop in punching shear resistance and results in increased crack widths. In addition, the study demonstrates that a critical degree of delamination can lead to a reduction in punching shear capacity, greater crack widths, and loss of stiffness.

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References

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 140Issue 1January 2014

History

Received: May 1, 2012
Accepted: Nov 13, 2012
Published online: Nov 15, 2012
Published in print: Jan 1, 2014
Discussion open until: Feb 18, 2014

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Authors

Affiliations

Hassan Aoude [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author). E-mail: [email protected]
William D. Cook
Research Associate, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montréal, QC, Canada H3A 0C3.
Denis Mitchell
M.ASCE
Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montréal, QC, Canada H3A 0C3.

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