Title of article
A modified slant shear test designed to enforce adhesive failure
Author/Authors
Saldanha، نويسنده , , Rui and Jْlio، نويسنده , , Eduardo and Dias-da-Costa، نويسنده , , Daniel Ditzel Santos، نويسنده , , Pedro، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2013
Pages
8
From page
673
To page
680
Abstract
Presently, there are several tests available to evaluate the adhesion between concrete layers cast at different times. Among these, the Slant Shear Test (SST) has a wide spread use, mainly for being sensitive to the roughness of the interface surface, one of the most influencing parameters in this scope, but also because of the simplicity of the experimental setup. However, the major drawback of this test is the fact of being often obtained cohesive (monolithic) failures, therefore providing a lower bound of the interface strength, which is related with the concrete compressive strength. To definitely solve this issue, i.e., to enforce adhesive (interface debonding) failures in all situations, the ‘Modified Slant Shear Test’ (M-SST) was herein designed and developed. Both numerical and experimental tests have been conducted to validate this new method. All relevant conclusions are presented. In summary, it can be stated that the M-SST always enforces adhesive failure, therefore allowing to accurately assessing the adhesion of concrete-to-concrete interfaces.
Keywords
Failure , Concrete-to-concrete interface , Slant shear test , Bond
Journal title
Construction and Building Materials
Serial Year
2013
Journal title
Construction and Building Materials
Record number
1634914
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