Technical Papers
May 19, 2014

In-Plane Strengthening of Unreinforced Concrete Masonry Wallettes Using ECC Shotcrete

Publication: Journal of Structural Engineering
Volume 140, Issue 11

Abstract

An experimental program was conducted to investigate the viability of using engineered cementitious composite (ECC) shotcrete as in-plane shear reinforcement for concrete masonry wallettes. Twenty-six mortared or dry-stacked ungrouted and unreinforced concrete masonry wallettes were strengthened through the application of an ECC shotcrete mix, applied either by spraying with a shotcrete machine or by hand trowelling. To determine the effect of applicator experience, ECC was applied by both a professional plasterer and amateur plasterers, with and without supervision. The in-plane shear strength of the strengthened wallettes increased between 340 and 3,471%, depending on the ECC application method. The variability of the strength increase was smaller for wallettes that had mortared joints and an ECC overlay trowelled by a professional plasterer. A set of design equations was also developed to determine the shear strength of a strengthened wallette. The design displacement ductility can be conservatively set equal to 1.9 because of the high variability in the experimentally obtained ductility values.

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Acknowledgments

The authors thank Derek Lawley, David Nevans, Richard Leary, Michael Barry, Gareth Williams, and Mason Pirie from Reid Construction Systems for the funding and assistance in providing the ECC shotcrete mix material and related equipment, Matt Pronk from Vijay Frame & Truss for providing the space for the wallette specimens, and Bob Fleming from Fleming Plasterers and Reinstatements for the ECC application. The authors also thank Anthony Le Dain, Bing Zhang, and Karl Yuan for their assistance in ECC application and testing the wallette samples. Lastly, the authors thank the New Zealand Ministry of Science and Innovation for the funding of Yi-Wei Lin’s doctoral study and thank the New Zealand Earthquake Commission for the funding of Dr. Wotherspoon’s position at the University of Auckland.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 140Issue 11November 2014

History

Received: Feb 24, 2013
Accepted: Nov 13, 2013
Published online: May 19, 2014
Discussion open until: Oct 19, 2014
Published in print: Nov 1, 2014

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Authors

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Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Auckland, 3 Grafton Rd., Auckland 1010, New Zealand (corresponding author). E-mail: [email protected]
David Biggs [email protected]
Dist.M.ASCE
Principal, Biggs Consulting Engineering, 740 Hoosick Rd., Troy, NY 12180. E-mail: [email protected]
Liam Wotherspoon [email protected]
EQC Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Auckland, 3 Grafton Rd., Auckland 1010, New Zealand. E-mail: [email protected]
Jason M. Ingham [email protected]
M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, 3 Grafton Rd., Auckland 1010, New Zealand. E-mail: [email protected]

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