Title of article
Bond Strength between Sealed Bridge Decks and Concrete Overlays
Author/Authors
Gillum، Arnol J. نويسنده , , Shahrooz، Bahram M. نويسنده , , Cole، Jeremiah R. نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2001
Pages
-871
From page
872
To page
0
Abstract
The bond strength between overlays and bridge decks that are sealed with epoxy resin or high molecular-weight methacrylate is evaluated through field and laboratory tests. Microsilica-modified concrete, latex-modified concrete, and super-dense plasticized concrete overlays are included in this study. Despite often stark variations in the values of bond strength obtained from different testing methods, the data universally suggest that the use of a sealer at the interface reduces the available bond strength by more than 50%. Extra surface preparation techniques, such as light sandblasting of the sealed surface or broadcasting sand over the sealed interface while the sealer is curing, are effective and simple methods for restoring a significant portion of the bond strength.
Keywords
cracking , Delamination , hoop tension , hoop bending moment , iteration , radial reinforcement , post-tensioned concrete , reinforced con-crete
Journal title
ACI Structural Journal
Serial Year
2001
Journal title
ACI Structural Journal
Record number
45683
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