Flexural Strength and Behavior of Babadua-Reinforced Concrete Beams
Publication: Journal of Materials in Civil Engineering
Volume 12, Issue 1
Abstract
Investigations conducted on the strength and deformation characteristics of 23 concrete beams reinforced with babadua bars are reported in this paper. Different percentages by area of tensile reinforcement ranging from 2.87 to 12.13 were used in the beams, which measured 100 × 180 mm and 135 × 235 mm with spans of 1.5 m and 1.8 m, respectively. Stirrups formed from babadua bars approximately 8 mm in diameter were used in six of the beams. The beams were tested to failure generally under third-point loading. Collapse of the beams occurred through either flexural failure by crushing of concrete in compression or diagonal tension failure. The experimental failure loads for all beams averaged, respectively, 6.40 and 2.62 times the theoretical flexural strength and theoretical shear strength of the unreinforced concrete section. On the other hand, the experimental failure loads were only about 1.18 times the theoretical flexural strength of the reinforced concrete and 1.05 times the theoretical shear strength of the concrete sections, taking into consideration the resistance of the tension reinforcement.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Andonian, P., Mai, Y. M., and Cotterell, B. (1979). “Strength and fracture properties of cellulose fibre-reinforced cement composites.” Int. J. Cement Compos. and Lightweight Concretes, 1, 151–158.
2.
Gram, H. E. (1983). “Durability of natural fibres in concrete.” Rep. No. 1, Swedish Cement and Concrete Research Institute, Stockholm.
3.
Irvine, F. R. (1961). Woody plants in Ghana. Oxford University Press, Oxford, U.K.
4.
Kankam, C. K. (1994). “The influence of palm stalk fibre reinforcement on the shrinkage stresses in concrete.” J. Ferrocement, 24(3), 249–254.
5.
Kankam, C. K. (1997). “Raffia palm-reinforced concrete beams.” J. Mat. and Struct., Paris, 30, 313–316.
6.
Kankam, J. A., Ben-George, M., and Perry, S. H. (1988). “Bamboo-reinforced beams subjected to third-point loading.” ACI Struct. J., 85(1), 61–67.
7.
Lyman Benson, D. (1965). Plant classification. D.C. Heath and Company, Boston.
8.
Manzur, M. A., and Aziz, M. A. (1982). “A study of jute fibre reinforced cement composites.” Int. J. Cement Compos. and Lightweight Concretes, 4, 75–82.
9.
Schreckenbach, H., and Abenkwa, J. G. K. (1982). Construction Technology for a tropical developing country. German Agency for Tech. Cooperation (GTZ), Dept. of Arch., University of Science and Technology, Kumasi, Ghana.
10.
“Structural use of concrete.” (1985). BS 8110: Part 1: 1985, British Standards Institution, London.
Information & Authors
Information
Published In
History
Received: Jan 9, 1998
Published online: Feb 1, 2000
Published in print: Feb 2000
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.