Experimental and numerical study of the structural and cracking behavior of an overlaid slab panel under cyclic flexural loading-Reference-Cited by-同舟云学术

Experimental and numerical study of the structural and cracking behavior of an overlaid slab panel under cyclic flexural loading

Published:2014-02 Issue: Volume:52 Page:24-32
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Benzerzour Mahfoud,Gagné Richard,Abriak Nor-Edine,Sebaibi Nassim

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. The deleterious chemical effects of concentrated deicing solutions on Portland cement concrete. Houghton (MI): Michigan Tech Transportation Institute; 2008: 1–57.

2. Laboratoire central des ponts et chausses (LCPC). Recommendation pour la durabilité des bétons durcis soumis au gel; guide technique. 2003: 167.

3. Gagné R, Bissonnette B, Morin R, Thibault M. Innovative concrete overlays for bridge-deck rehabilitation in Montréal. In: Proceedings of the 2nd International Conference on Concrete Repair. Cape Town (South Africa): Rehabilitation and Retrofitting. November 24–26, 2008; 6.

4. Strengthening and repair of RC beams with fiber reinforced concrete;Martinola;Cem Concr Compos,2010

5. Behavior of overlaid reinforced concrete slab panels under cyclic loading – effect of interface location and overlay thickness;Lemieux;ACI Struct J,2005

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