Bond Strength between Old and New Concretes with Focus on the Strengthening of Reinforced Concrete Columns - Slant Shear Test versus Double Sleeve Test

Abstract

The purpose of this paper is to present the main aspects and results of an experimental study to determine the bond strength between the concrete of a column of an existing structure (old concrete) and the concrete that will be used in its strengthening project (new concrete). For the bond strength tests, a specimen was conceived, called Double Sleeve specimen. The bond strength results obtained from the tests using Double Sleeve specimens, called Double Sleeve Tests, were compared to the results obtained from using the Slant Shear Test. The values for the bond strength between the two concretes, obtained from the Double Sleeve Tests, were either below or above the values obtained from linear regression of the Slant Shear Test results, depending on the sleeve diameter and the ratio of transverse reinforcement used. This fact, enabled concludes that the Double Sleeve Test is the most appropriate test to evaluate the bond strength between concretes of columns strengthened.

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“…ASTM C882 [34] recommended that the use of dummy sections that are made up of epoxy-resin mortar, fit the mold, and are equal to the one-half the volume of the specimen with an angle of 45 • from vertical. Similarly, Piancastelli et al [35] used oiled wooden-inserted steel-beam molds to form the slant surfaces in the substrate. Abu-Tair et al [36] and BS EN 12615 [37] first cast the concrete specimens and later cut.…”

“…al. [35] used oiled wooden-inserted steel-beam molds to form the slant surfaces in the substrate. Abu-Tair et al [36] and BS EN 12615 [37] first cast the concrete specimens and later cut.…”