ENHANCEMENT OF CONCRETE PIPES THROUGH REINFORCEMENT WITH DISCRETE FIBERS
DOI:
https://doi.org/10.14311/CEJ.2021.01.0010Keywords:
Concrete pipe, Fiber reinforcement, Strength, Ductility, Damage resistance, Experimental evaluation, Analytical modelingAbstract
An industrial-scale production and experimental investigation was conducted in order to evaluate the constructability and structural performance of different concrete pipes incorporating discrete synthetic fibers. The results indicated that synthetic fibers enable design of plain concrete pipes with a desired balance of strength and ductility. Analytical models were developed for predicting the load-carrying capacity of concrete pipes without steel reinforcement that are reinforced with discrete fibers.
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References
Alexander, M.G. and C. Fourie, 2011. Performance of swere pipe concrete mixtures with Portland and
calcium auminate cements subject to mineral and biogenic acid attack. Materials and Structures, vol 44, no 313-
Ling, A.L., et al., 2015. High-resolution microbial community succession of microbially induced concrete
corrosion in working sanitary manholes. PloS one, vol 10, no 3: p. e0116400.
O’Connell, M., C. McNally and M.G. Richardson, 2010. Biochemical attack on concrete in wastewater
applications: a state of the art review. Cement and Concrete Composites, vol 32, no 7: p. 479-485.
American Society for Testing and Matrials, 1999. Standard Specification for Reinforced Concrete Culvert,
Storm Drain, and Sewer Pipe, American Society for Testing and Materials.
American Concrete Pipe Association, Concrete pipe technology handbook. Irving, TX, 1993.
Watkins, R.K. and L.R. Anderson, 1999. Structural mechanics of buried pipes, CRC press.
Herrmann, H. and J. Schnell, 2019. Short Fiber Reinforced Cementitious Composites and Ceramics,
Springer International Publishing.
Hong, L., Y.D. Chen, T.D. Li, P. Gao and L.Z. Sun, 2020. Microstructure and bonding behavior of fiber
-mortar interface in fiber-reinforced concrete, Construction and Building Materials, vol 232: p. 117235.
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