The article discusses the stress-strain state of fiber concrete sewer pipes manufactured by the method of dry vibrocompression. The use of large-diameter underground pipes has increased the number of accidents from soil settlement and seismic impact. The main purpose of this work is to study the effect of the transverse component of the seismic load on underground fiber-reinforced concrete pipes. The change in the stress-strain state was carried out using the Plaxis 2D, Plaxis 3D and SAP2000 programs and was confirmed in experimental tests. At the test site of the Research Institute of Building Materials laboratory tests of fiber-reinforced concrete samples for compression, bending, crack resistance, tension and splitting were carried out. The main objective of researches is determination of the optimum quantity of a fiber in a pipe and the necessary design mechanical characteristics of a fiber concrete. The elasticity modulus, Poisson's ratio and the tension loadings were defined. When testing steel fibers of 3D and polypropylene fibers were used. The test results of fiber concrete pipes with various content of steel fiber (20, 30 and 40 kg/m3) showed that 30 kg of fiber per one cubic meter of concrete can be considered optimal for the structure.
| Published in | Composite Materials (Volume 4, Issue 2) |
| DOI | 10.11648/j.cm.20200402.12 |
| Page(s) | 25-29 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2020. Published by Science Publishing Group |
Fiber Concrete, Pipe, Stress, Strength, Tension
| [1] | EN 1916: 2002. Concrete pipe and fittings, unreinforced steel fiber and reinforced. |
| [2] | EN 14651. Test method for metallic fibered concrete - measuring the flexural tensile strength (limit of proportionality (LOP) residual). June 2005. |
| [3] | Flores-Berrones F., X. L. Liu. Seismic vulnerability of buried pipelines. Geofisica International (2003). Vol. 42. Num. 2pp. 237-246. |
| [4] | C. Heyes, C. Ram, C. Evans, H. Lambourne, R. P. Orence. Performance of sewer pipes riner during earthquakes. Australian Geomechanics. Vol. 50. No 4. Dec. 2015. |
| [5] | D. Casamichele, M Maugeri, E. Motta. Numerical analysis of buried subjected to lateral soil movements. Risk Analysus IV, C. A. Brebbia (Edition). 2004. WOT Press. |
| [6] | F. L. Fernando, M. R. Escalante, V. C. Rougier. Numerical simulation of the three edge bearing test of steelfiber reinforced concrete pipes. Mecanica Computacional Vol. XXXIV, page 23329-2341 (2016). Cordoba, 8-11 Noviembre 2016. |
| [7] | Z. Doru. Steel fibers reinforced concrete pepes - experimental tests and numerical simulation. 10P Conf. Series: Material Science and Engineering 245 (2017). |
| [8] | A. De La Fuente, A. D. De Figueiredo, A. Aguado, C. Molins, P. J. Chama Neto. Steel fibre reinforced concrete pipes. Part 2: Numerical model to simulation the crushing test. Ibacon Structures and Materials Journal. Vol 5. Num. 1. (February, 2012), p. 12-25. |
| [9] | A. D. De Figueiredo, A. De La Fuente, A. Aguado, C. Molins, P. J. Chama Neto. Steel fibre reinforced concrete pipes. Part 1: Technalogical analysis of the mechanical behavior. Ibacon Structures and Materials Journal. Vol 5. Num. 1. (February, 2012), p. 1-11. |
| [10] | ASTM C 497. Standard test methods for pipe, manhole or tile. 2013. |
| [11] | B. Kliszczewicz. Numerical 3D analysis of buried flexible pipeline. European Scientific Journal. dec. 2013. ed. Vol. 9. No 36. |
| [12] | A. Peyvandi, P. Soroushian and S. Jahangirnejad. Structural design methodologies for concrete pipes with steel and synthetic fiber reinforcement. ACI Structural Journal. January-February. 2014. |
| [13] | O. O. V. Shues, F. Besseling, P. H. H. Sturwold. Modelling of a pile row in a 2D plane strain FE-analysis. Numerical methods in Geotechnical engineering, 214. Taylor&Francis Group. London, pp. 247-282. |
| [14] | Jadhav H, S., Koli M. D. Flexural behavior of hybrid fiber reinforced concrete beams. Int. J. of Structural and Civil Engineering Research. Vol. 2, No 3. August. 2013. |
| [15] | Nile B. K., Shaban A. M. Investigating lateral soil-sewer pipe displacements under inderect horizontal loads. ARPN Journal of Engineering and Applied Sciences. Vol. 14, No. 1, January. 2019. |
APA Style
Tural Rustamli, Nijat Mastanzade. (2020). Buried Fiber Concrete Sewer Pipes: Studies, Design and Testing. Composite Materials, 4(2), 25-29. https://doi.org/10.11648/j.cm.20200402.12
ACS Style
Tural Rustamli; Nijat Mastanzade. Buried Fiber Concrete Sewer Pipes: Studies, Design and Testing. Compos. Mater. 2020, 4(2), 25-29. doi: 10.11648/j.cm.20200402.12
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Download@article{10.11648/j.cm.20200402.12,
author = {Tural Rustamli and Nijat Mastanzade},
title = {Buried Fiber Concrete Sewer Pipes: Studies, Design and Testing},
journal = {Composite Materials},
volume = {4},
number = {2},
pages = {25-29},
doi = {10.11648/j.cm.20200402.12},
url = {https://doi.org/10.11648/j.cm.20200402.12},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.cm.20200402.12},
abstract = {The article discusses the stress-strain state of fiber concrete sewer pipes manufactured by the method of dry vibrocompression. The use of large-diameter underground pipes has increased the number of accidents from soil settlement and seismic impact. The main purpose of this work is to study the effect of the transverse component of the seismic load on underground fiber-reinforced concrete pipes. The change in the stress-strain state was carried out using the Plaxis 2D, Plaxis 3D and SAP2000 programs and was confirmed in experimental tests. At the test site of the Research Institute of Building Materials laboratory tests of fiber-reinforced concrete samples for compression, bending, crack resistance, tension and splitting were carried out. The main objective of researches is determination of the optimum quantity of a fiber in a pipe and the necessary design mechanical characteristics of a fiber concrete. The elasticity modulus, Poisson's ratio and the tension loadings were defined. When testing steel fibers of 3D and polypropylene fibers were used. The test results of fiber concrete pipes with various content of steel fiber (20, 30 and 40 kg/m3) showed that 30 kg of fiber per one cubic meter of concrete can be considered optimal for the structure.},
year = {2020}
}
TY - JOUR T1 - Buried Fiber Concrete Sewer Pipes: Studies, Design and Testing AU - Tural Rustamli AU - Nijat Mastanzade Y1 - 2020/10/17 PY - 2020 N1 - https://doi.org/10.11648/j.cm.20200402.12 DO - 10.11648/j.cm.20200402.12 T2 - Composite Materials JF - Composite Materials JO - Composite Materials SP - 25 EP - 29 PB - Science Publishing Group SN - 2994-7103 UR - https://doi.org/10.11648/j.cm.20200402.12 AB - The article discusses the stress-strain state of fiber concrete sewer pipes manufactured by the method of dry vibrocompression. The use of large-diameter underground pipes has increased the number of accidents from soil settlement and seismic impact. The main purpose of this work is to study the effect of the transverse component of the seismic load on underground fiber-reinforced concrete pipes. The change in the stress-strain state was carried out using the Plaxis 2D, Plaxis 3D and SAP2000 programs and was confirmed in experimental tests. At the test site of the Research Institute of Building Materials laboratory tests of fiber-reinforced concrete samples for compression, bending, crack resistance, tension and splitting were carried out. The main objective of researches is determination of the optimum quantity of a fiber in a pipe and the necessary design mechanical characteristics of a fiber concrete. The elasticity modulus, Poisson's ratio and the tension loadings were defined. When testing steel fibers of 3D and polypropylene fibers were used. The test results of fiber concrete pipes with various content of steel fiber (20, 30 and 40 kg/m3) showed that 30 kg of fiber per one cubic meter of concrete can be considered optimal for the structure. VL - 4 IS - 2 ER -
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