Volume 39, Issue 1, March 2023, Pages 420–426
Kinet Ouinra1, Bianzeubé Tikri2, Bozabé Renonet Karka3, and Djonglibet Wel-Doret4
1 Laboratoire de génie civil de l’Ecole Nationale Supérieure des Travaux Publics (ENSTP), N’Djamena, Chad
2 Laboratory of Resistance of Materials and Mechanical Construction (LRMCM), Polytechnic University of Mongo, N’Djamena, Chad
3 Laboratory of Building and Public Works, Ecole Nationale Supérieure des Travaux Publics (ENSTP), N’Djamena, Chad
4 Laboratory of Study and Research in Industrial Technology, Faculty of Applied Sciences, University of N’Djamena, N’Djamena, Chad
Original language: English
Copyright © 2023 ISSR Journals. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
This study is interested in the connection between steel and concrete with recycled gravel. The work is carried out in the civil engineering laboratory of the Ecole Nationale Supérieure des Travaux Publics ENSTP and then completed in the mechanical engineering laboratory of the Institut National Supérieur des Sciences et Techniques d’Abeché INSTA. Two types of concrete are formulated, one with 100% ordinary crushed gravel and the other with 100% recycled gravel. In terms of compressive strength, the present study with 100% recycled gravel varies from 19 to 32 MPa at 28 days for the different dosages. And the concrete with ordinary crushed gravel offers a strength ranging from 22 to 37 MPa. Regarding steel concrete bonding, several types of reinforced concrete specimens are manufactured by anchoring a steel bar in the concrete. These specimens are subjected to the test of extracting the steel bar from the concrete. The values of the bond stress at rupture are calculated according to the formulas given by the Euro code, the BAEL, and then calculated experimentally. These values vary according to the compressive strength of the concrete.
Author Keywords: Recycled aggregate, reinforced concrete, mechanical behavior, adhesion.
Kinet Ouinra1, Bianzeubé Tikri2, Bozabé Renonet Karka3, and Djonglibet Wel-Doret4
1 Laboratoire de génie civil de l’Ecole Nationale Supérieure des Travaux Publics (ENSTP), N’Djamena, Chad
2 Laboratory of Resistance of Materials and Mechanical Construction (LRMCM), Polytechnic University of Mongo, N’Djamena, Chad
3 Laboratory of Building and Public Works, Ecole Nationale Supérieure des Travaux Publics (ENSTP), N’Djamena, Chad
4 Laboratory of Study and Research in Industrial Technology, Faculty of Applied Sciences, University of N’Djamena, N’Djamena, Chad
Original language: English
Copyright © 2023 ISSR Journals. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Abstract
This study is interested in the connection between steel and concrete with recycled gravel. The work is carried out in the civil engineering laboratory of the Ecole Nationale Supérieure des Travaux Publics ENSTP and then completed in the mechanical engineering laboratory of the Institut National Supérieur des Sciences et Techniques d’Abeché INSTA. Two types of concrete are formulated, one with 100% ordinary crushed gravel and the other with 100% recycled gravel. In terms of compressive strength, the present study with 100% recycled gravel varies from 19 to 32 MPa at 28 days for the different dosages. And the concrete with ordinary crushed gravel offers a strength ranging from 22 to 37 MPa. Regarding steel concrete bonding, several types of reinforced concrete specimens are manufactured by anchoring a steel bar in the concrete. These specimens are subjected to the test of extracting the steel bar from the concrete. The values of the bond stress at rupture are calculated according to the formulas given by the Euro code, the BAEL, and then calculated experimentally. These values vary according to the compressive strength of the concrete.
Author Keywords: Recycled aggregate, reinforced concrete, mechanical behavior, adhesion.
How to Cite this Article
Kinet Ouinra, Bianzeubé Tikri, Bozabé Renonet Karka, and Djonglibet Wel-Doret, “Study of the steel-concrete bond strength to recycled aggregates,” International Journal of Innovation and Applied Studies, vol. 39, no. 1, pp. 420–426, March 2023.
