The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres

Andi Yusra; Teuku Budi Aulia; Triwulan Triwulan; Lissa Opirina; Meylis Safriani

doi:doi:10.11648/j.ajcbm.20210502.14

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The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres

Andi Yusra, Teuku Budi Aulia, Triwulan Triwulan, Lissa Opirina, Meylis Safriani

Published in American Journal of Construction and Building Materials (Volume 5, Issue 2)

Received: 7 November 2021 Accepted: 24 November 2021 Published: 29 November 2021

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Abstract

The development of research on concrete used natural fibers has been conducted by many previous researchers. Where the fiber added to the concrete mix significantly increases the tensile strength of the concrete. In this study, natural fiber namely bamboo fiber, was used as micro reinforcement to strengthen the tensle strength of concrete. This study was conducted to determine how much strength bamboo is as the reinforcement as compared to steel reinforcement applied to high-performance concrete beams. It had expected that bamboo could be used as an alternative reiforcement to replace steel reinforcement in reinforced concrete bems. The study used four of beam specimen with dimension 150 × 300 × 2200 mm. The strength of Concrete is 60 Mega Pascal. The steel of tensile using four steel bars D16, while the steel of shear using two D12, and bamboo reinforced used 10 x 21 mm. The results shows maximum Deformation in concrete beams (HSC-SR) is 18.470 mm with the maximum loading 254.97 Kilonewtons, with ductility value is 1.713. The beams (HSC-SRBF) obtained Deformation10.260 mm at maximum load 264.78 Kilonewtons, and ductility is 1.832 mm. While the bamboo reinforced concrete beams (HSC-BR) obtained the maximum load is 106.89 Kilonewtons with Deformation is 28.700 mm, and ductility is 1.322, compare to beams (HSC-BRBF) obtained Deformation 24.440 mm at maximum load 158.87 Kilonewtons, with ductility is 1.162. The results give value of capacity beams for (HSC-BR) is 1.104, (HSC-SRBF) is 1.422, (HSC-SR) is 1.331 and (HSC-BRBF) is 0.877. In the beams (HSC-BRBF) use bamboo reinforced give the maximum load 158.87 Kilonewtons compare to (HSC-SRBF) have maximum load 254.97 KN.

Published in	American Journal of Construction and Building Materials (Volume 5, Issue 2)
DOI	10.11648/j.ajcbm.20210502.14
Page(s)	64-72
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), 2021. Published by Science Publishing Group

Keywords

Bending Capacity, Ductility, Deformation, Reinforced and Fibers

References

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[2]	T. B. Aulia and Rinaldi, “Bending capacity analysis of high-strength reinforced concrete beams using environmentally friendly synthetic fiber composites,” Procedia Eng., vol. 125, pp. 1121–1128, 2015, doi: 10.1016/j.proeng.2015.11.136.
[3]	T. B. Aulia, Muttaqin, M. Afifuddin, M. Zaki, and S. Merriza, “Shear Capacity Analysis of High-Strength Reinforced Concrete Beams using Geopolymer Flyash and Palm Oil Blast Furnace Slag as Additives and Aggregate Substitution,” IOP Conf. Ser. Mater. Sci. Eng., vol. 434, no. 1, 2018, doi: 10.1088/1757-899X/434/1/012199.
[4]	S. MINDESS, “Concrete Construction Engineering Handbook - 2^nd Edition - Edward G.,” 2008, [Online]. Available: https://www.routledge.com/Concrete-Construction-Engineering-Handbook/Nawy/p/book/9780849374920.
[5]	I. K. Khan, “Performance of Bamboo Reinforced Concrete Beam,” Int. J. Sci. Environtment Technol., vol. 3, no. 3, pp. 836–840, 2014.
[6]	E. Purwanto, D. Oktarina, and S. Hasanah, “Kapasitas Ultimit Beton Bertulang,” vol. 1, pp. 87–93, 2017.
[7]	S. B. Raheem, O. S. Awogboro, and S. J. Aderinto, “Investigation into the flexural properties of bamboo reinforced concrete beam,” Int. J. Sci. Eng. Res., vol. 6, no. 5, pp. 1362–1364, 2015.
[8]	A. Yusra, Triwulan, L. Opirina, M. Ikhsan, and M. Safriani, “The Flexural Capacity Study of High Strength Reinforced Concrete Beams Used Palm Oil Clinkers as Additives,” J. Phys. Conf. Ser., vol. 1625, no. 1, 2020, doi: 10.1088/1742-6596/1625/1/012010.
[9]	A. El-Nemr, E. A. Ahmed, and B. Benmokrane, “Flexural behavior and serviceability of normal- And high-strength concrete beams reinforced with glass fiber-reinforced polymer bars,” ACI Struct. J., vol. 110, no. 6, pp. 1077–1087, 2013, doi: 10.14359/51686162.
[10]	S. N. Ramaswamy and A. Mathew, “Performance evaluation of bamboo reinforced concrete beam,” Int. J. Civ. Eng. Technol., vol. 10, no. 1, pp. 2512–2523, 2019.
[11]	U. Ebead and H. Saeed, “Hybrid mechanically fastened/externally bondedfrp for RC beam shear strengthening,” Proc. 6^th Int. Conf. FRP Compos. Civ. Eng. CICE 2012, no. 108, pp. 1–10, 2012.
[12]	E. R. Walther, “Shear Strength of Pre-Stressed Concrete Beams,” no. July, p. 40, 1957.
[13]	M. M. A. Moid and A. P. W. Rahul, “Study of High Strength Fiber Reinforced Concrete for M80 Grade by using Different Types of Steel Fibre Study of High Strength Fiber Reinforced Concrete for M80 Grade by using Different Types of Steel Fibre People ’ s Educational Society Engineering Colleg,” no. February 2017, 2016.
[14]	D. Rahul and Pandit, “Mechanical Behavior of High Strength Fibre Reinforced Concrete,” J. Eng. Res. Appl., vol. 3, no. 6, pp. 1617–1624, 2013, [Online]. Available: www.ijera.com.
[15]	A. Yusra, L. Opirina, A. Satria, J. T. Sipil, F. Teknik, and U. Teuku, “Pengaruh Penambahan Serat Polypropylene pada Kuat Tekan Beton Mutu Tinggi,” vol. 6, no. 2, pp. 1–9, 2012.

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APA Style

Andi Yusra, Teuku Budi Aulia, Triwulan Triwulan, Lissa Opirina, Meylis Safriani. (2021). The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres. American Journal of Construction and Building Materials, 5(2), 64-72. https://doi.org/10.11648/j.ajcbm.20210502.14

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ACS Style

Andi Yusra; Teuku Budi Aulia; Triwulan Triwulan; Lissa Opirina; Meylis Safriani. The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres. Am. J. Constr. Build. Mater. 2021, 5(2), 64-72. doi: 10.11648/j.ajcbm.20210502.14

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AMA Style

Andi Yusra, Teuku Budi Aulia, Triwulan Triwulan, Lissa Opirina, Meylis Safriani. The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres. Am J Constr Build Mater. 2021;5(2):64-72. doi: 10.11648/j.ajcbm.20210502.14

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@article{10.11648/j.ajcbm.20210502.14,
  author = {Andi Yusra and Teuku Budi Aulia and Triwulan Triwulan and Lissa Opirina and Meylis Safriani},
  title = {The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres},
  journal = {American Journal of Construction and Building Materials},
  volume = {5},
  number = {2},
  pages = {64-72},
  doi = {10.11648/j.ajcbm.20210502.14},
  url = {https://doi.org/10.11648/j.ajcbm.20210502.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajcbm.20210502.14},
  abstract = {The development of research on concrete used natural fibers has been conducted by many previous researchers. Where the fiber added to the concrete mix significantly increases the tensile strength of the concrete. In this study, natural fiber namely bamboo fiber, was used as micro reinforcement to strengthen the tensle strength of concrete. This study was conducted to determine how much strength bamboo is as the reinforcement as compared to steel reinforcement applied to high-performance concrete beams. It had expected that bamboo could be used as an alternative reiforcement to replace steel reinforcement in reinforced concrete bems. The study used four of beam specimen with dimension 150 × 300 × 2200 mm. The strength of Concrete is 60 Mega Pascal. The steel of tensile using four steel bars D16, while the steel of shear using two D12, and bamboo reinforced used 10 x 21 mm. The results shows maximum Deformation in concrete beams (HSC-SR) is 18.470 mm with the maximum loading 254.97 Kilonewtons, with ductility value is 1.713. The beams (HSC-SRBF) obtained Deformation10.260 mm at maximum load 264.78 Kilonewtons, and ductility is 1.832 mm. While the bamboo reinforced concrete beams (HSC-BR) obtained the maximum load is 106.89 Kilonewtons with Deformation is 28.700 mm, and ductility is 1.322, compare to beams (HSC-BRBF) obtained Deformation 24.440 mm at maximum load 158.87 Kilonewtons, with ductility is 1.162. The results give value of capacity beams for (HSC-BR) is 1.104, (HSC-SRBF) is 1.422, (HSC-SR) is 1.331 and (HSC-BRBF) is 0.877. In the beams (HSC-BRBF) use bamboo reinforced give the maximum load 158.87 Kilonewtons compare to (HSC-SRBF) have maximum load 254.97 KN.},
 year = {2021}
}

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TY - JOUR
T1 - The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres
AU - Andi Yusra
AU - Teuku Budi Aulia
AU - Triwulan Triwulan
AU - Lissa Opirina
AU - Meylis Safriani
Y1 - 2021/11/29
PY - 2021
N1 - https://doi.org/10.11648/j.ajcbm.20210502.14
DO - 10.11648/j.ajcbm.20210502.14
T2 - American Journal of Construction and Building Materials
JF - American Journal of Construction and Building Materials
JO - American Journal of Construction and Building Materials
SP - 64
EP - 72
PB - Science Publishing Group
SN - 2640-0057
UR - https://doi.org/10.11648/j.ajcbm.20210502.14
AB - The development of research on concrete used natural fibers has been conducted by many previous researchers. Where the fiber added to the concrete mix significantly increases the tensile strength of the concrete. In this study, natural fiber namely bamboo fiber, was used as micro reinforcement to strengthen the tensle strength of concrete. This study was conducted to determine how much strength bamboo is as the reinforcement as compared to steel reinforcement applied to high-performance concrete beams. It had expected that bamboo could be used as an alternative reiforcement to replace steel reinforcement in reinforced concrete bems. The study used four of beam specimen with dimension 150 × 300 × 2200 mm. The strength of Concrete is 60 Mega Pascal. The steel of tensile using four steel bars D16, while the steel of shear using two D12, and bamboo reinforced used 10 x 21 mm. The results shows maximum Deformation in concrete beams (HSC-SR) is 18.470 mm with the maximum loading 254.97 Kilonewtons, with ductility value is 1.713. The beams (HSC-SRBF) obtained Deformation10.260 mm at maximum load 264.78 Kilonewtons, and ductility is 1.832 mm. While the bamboo reinforced concrete beams (HSC-BR) obtained the maximum load is 106.89 Kilonewtons with Deformation is 28.700 mm, and ductility is 1.322, compare to beams (HSC-BRBF) obtained Deformation 24.440 mm at maximum load 158.87 Kilonewtons, with ductility is 1.162. The results give value of capacity beams for (HSC-BR) is 1.104, (HSC-SRBF) is 1.422, (HSC-SR) is 1.331 and (HSC-BRBF) is 0.877. In the beams (HSC-BRBF) use bamboo reinforced give the maximum load 158.87 Kilonewtons compare to (HSC-SRBF) have maximum load 254.97 KN.
VL - 5
IS - 2
ER -

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Author Information

Andi Yusra

Department of Civil Engineering, University of Teuku Umar, Meulaboh, Indonesia
Teuku Budi Aulia

Department of Civil Engineering, University of Syiah Kuala, Banda Aceh, Indonesia
Triwulan Triwulan

Department of Civil Engineering, Institute Teknologi Sepuluh Nopember, Surabaya, Indonesia
Lissa Opirina

Department of Civil Engineering, University of Teuku Umar, Meulaboh, Indonesia
Meylis Safriani

Department of Civil Engineering, University of Teuku Umar, Meulaboh, Indonesia

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APA Style

Andi Yusra, Teuku Budi Aulia, Triwulan Triwulan, Lissa Opirina, Meylis Safriani. (2021). The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres. American Journal of Construction and Building Materials, 5(2), 64-72. https://doi.org/10.11648/j.ajcbm.20210502.14

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ACS Style

Andi Yusra; Teuku Budi Aulia; Triwulan Triwulan; Lissa Opirina; Meylis Safriani. The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres. Am. J. Constr. Build. Mater. 2021, 5(2), 64-72. doi: 10.11648/j.ajcbm.20210502.14

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AMA Style

Andi Yusra, Teuku Budi Aulia, Triwulan Triwulan, Lissa Opirina, Meylis Safriani. The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres. Am J Constr Build Mater. 2021;5(2):64-72. doi: 10.11648/j.ajcbm.20210502.14

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@article{10.11648/j.ajcbm.20210502.14,
  author = {Andi Yusra and Teuku Budi Aulia and Triwulan Triwulan and Lissa Opirina and Meylis Safriani},
  title = {The Study Bending Performance of Concrete Beam Using Bamboo Reinforcement and Fibres},
  journal = {American Journal of Construction and Building Materials},
  volume = {5},
  number = {2},
  pages = {64-72},
  doi = {10.11648/j.ajcbm.20210502.14},
  url = {https://doi.org/10.11648/j.ajcbm.20210502.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajcbm.20210502.14},
  abstract = {The development of research on concrete used natural fibers has been conducted by many previous researchers. Where the fiber added to the concrete mix significantly increases the tensile strength of the concrete. In this study, natural fiber namely bamboo fiber, was used as micro reinforcement to strengthen the tensle strength of concrete. This study was conducted to determine how much strength bamboo is as the reinforcement as compared to steel reinforcement applied to high-performance concrete beams. It had expected that bamboo could be used as an alternative reiforcement to replace steel reinforcement in reinforced concrete bems. The study used four of beam specimen with dimension 150 × 300 × 2200 mm. The strength of Concrete is 60 Mega Pascal. The steel of tensile using four steel bars D16, while the steel of shear using two D12, and bamboo reinforced used 10 x 21 mm. The results shows maximum Deformation in concrete beams (HSC-SR) is 18.470 mm with the maximum loading 254.97 Kilonewtons, with ductility value is 1.713. The beams (HSC-SRBF) obtained Deformation10.260 mm at maximum load 264.78 Kilonewtons, and ductility is 1.832 mm. While the bamboo reinforced concrete beams (HSC-BR) obtained the maximum load is 106.89 Kilonewtons with Deformation is 28.700 mm, and ductility is 1.322, compare to beams (HSC-BRBF) obtained Deformation 24.440 mm at maximum load 158.87 Kilonewtons, with ductility is 1.162. The results give value of capacity beams for (HSC-BR) is 1.104, (HSC-SRBF) is 1.422, (HSC-SR) is 1.331 and (HSC-BRBF) is 0.877. In the beams (HSC-BRBF) use bamboo reinforced give the maximum load 158.87 Kilonewtons compare to (HSC-SRBF) have maximum load 254.97 KN.},
 year = {2021}
}

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