Title of article
Reinforcement Detailing in Concrete Frame Corners
Author/Authors
Johansson، Morgan نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2001
Pages
-87
From page
88
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 , iteration , hoop bending moment , post-tensioned concrete , radial reinforcement , reinforced con-crete , Delamination , hoop tension
Journal title
ACI Structural Journal
Serial Year
2001
Journal title
ACI Structural Journal
Record number
45684
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