EXPERIMENTAL STUDY: DETERMINATION OF CONCRETE REINFORCEMENT CONDITIONS

Auteurs

DOI :

https://doi.org/10.18540/jcecvl5iss3pp0212-0219

Mots-clés :

Reinforcement conditions, cover depth, concrete resistivity, ½ cell mapping, chloride content

Résumé

This paper is about the determination of concrete reinforcement conditions. The concrete rein-forcement condition testing is a process by which different test are carried out such as cover depth, concrete resistivity, ½ - cell mapping and chloride content, to determine how each test shows the effects of corrosion in the reinforced concrete. Four different types of tests were conducted on two different reinforced concrete cu-bes to investigate the embedded bar conditions. The tests were cover depth, concrete resistivity, ½ cell map-ping and chloride content tests. The experimental testing was carried out in the concrete laboratory at the Uni-versity of Dundee.

Téléchargements

Les données relatives au téléchargement ne sont pas encore disponibles.

Références

American standard ASTM C867 – Measuring and interpreting reference electrode potentials or rein-forced concrete.

Ayllon T, Kelly K. Effects of reinforcement on standardized test performance. J Appl Behav Anal. 1972 Winter;5(4):477–484.

Bergan A, McManis DL, Melchert PA. Effects of social and token reinforcement on WISC block de-sign performance. Percept Mot Skills. 1971 Jun;32(3):871–880.

Bertolini, L. (2004) Corrosion of steel in concrete : prevention, diagnosis, repair, Weinheim, Wiley-VCH.

Broomfield, J. P. (2007) Corrosion of steel in concrete : understanding, investigation and repair, London ; New York, Taylor & Francis.

BS 1881: Part 124: 1988. Methods for analysis of hardened concrete.

BS 1881: Part 204 – Testing concrete and recommendations on the use of electromagnetic cover meters (AMD 6201).

BS 1881: Part 201: 1986 – guide to the use of non-destructive methods of test for hardened concrete.

Building Research Establishment, (1986) Determination of the chloride and cement contents of hardened concrete, paper IP 21/86, Garston, Wat-ford.

Dai, J.G. and Ueda, T.“Chapter 14 Strength and deformability of concrete members wrapped with fiber reinforced polymer composites with a large rupture strain.”Innovative Materials and Techniques in Concrete Construction (Editor: Michael N. Fardis), 2011 Springer, 225-241.

Dawei.W. Zhang, T. Ueda, H. Furuu-chi“Concrete cover separation failure of overlay-strengthened reinforced concrete beams.”Construction and Building Materials 26 (2012), pp. 735-745

Gibson, F. W. (1987) Corrosion, concrete, and chlorides : steel corrosion in concrete : causes and restraints, Detroit (P.O. Box 19150, Redford Station, Detroit 48219), American Concrete Institute.

Halliday, J. (2010) Assessing Quality and Durability of Concrete. Lecture 3 Notes Concrete Assessment. University of Dundee.

Jackson, N. (1980) Civil engineering materials, London, Macmillan.

James M. Davidson and William P. McFarren, The Journal of Experimental Education, Vol. 47, No. 3 (Spring, 1979), pp. 253-258.

Jones, D. A. (1996) Principles and prevention of corrosion, Upper Saddle River, NJ, Prentice Hall.

Neville, A. M. (1996) Properties of concrete, New York, Wiley.

Pigeon, M. and Saucier, F. “Durability of re-paired concrete structures.”Advances in Concrete Technology, edited by Malhotra V.M., 1992741-773.

Roth G, McManis DL. Social reinforcement ef-fects on Block Design performance of organic and nonorganic retarded adults. Am J Ment Defic. 1972 Sep;77(2):181–189.

Zhang, D.W., Ueda, T.andFuruuchi, H. “Con-crete cover separation failure of overlay-strengthened reinforcedconcrete beams.”Construction and Build-ing Materials, 2012a,26, 735-745.

Téléchargements

Publiée

2019-06-28

Comment citer

Abdel Rahim, K. A. N. (2019). EXPERIMENTAL STUDY: DETERMINATION OF CONCRETE REINFORCEMENT CONDITIONS. The Journal of Engineering and Exact Sciences, 5(3), 0212–0219. https://doi.org/10.18540/jcecvl5iss3pp0212-0219

Numéro

Rubrique

General Articles