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Abstract

Steel reinforcement is well known as an important component in forming building structures. However, as the community's need for reinforcing steel is increasing, the main material for forming steel reinforcement is decreasing so that the price is getting higher. The alternative that is suggested as a substitute for tensile steel reinforcement which is economical and easy to get is bamboo. The purpose of this study was to determine the ratio of beam bending using circular and square bamboo reinforcement and to determine the bending load that can be accepted by circular and square bamboo reinforcement. In this study an experimental method was used by conducting a series of tests ranging from preserving bamboo and testing aggregates as a building block for concrete. The cross sections of bamboo reinforcement used are square and circle shapes with a diameter of 10mm with beam dimensions of 900 mm x 150 mm x 150 mm. The results showed that the flexural strength produced by steel reinforcing concrete beam was 11,36 MPa, circular cross section bamboo reinforcing beam 8,73 MPa and rectangle cross section bamboo reinforcing concrete beam of 9,04 MPa.

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This work is licensed under a Creative Commons Attribution 4.0 International License.

Copyright (c): Dian Pranata Putra Ambali, Bastian Artanto Ampangallo (2021)
How to Cite
Ampangallo, B., & Ambali, D. (2021). Comparison bending strength of simple reinforced concrete beams with bamboo reinforcement in the form of circle and square sections. INVOTEK: Jurnal Inovasi Vokasional Dan Teknologi, 21(2), 87-94. https://doi.org/https://doi.org/10.24036/invotek.v21i2.840

References

  1. E. A. Widjaja, “Identifikasi jenis-jenis bambu di Jawa,” Bogor Pus. Penelit. Dan Pengemb. Biol.-LIPI Dan Balai Penelit. Bot. Herb. Bogor., 2001.
  2. R. Fahrina and I. Gunawan, “Pemanfaatan bambu betung bangka sebagai pengganti tulangan balok beton bertulangan bambu,” in Forum Profesional Teknik Sipil, 2014, vol. 2, no. 1, p. 55873.
  3. K. Widnyana, “Bambu dengan berbagai manfaatnya,” Bumi Lestari J. Environ., vol. 8, no. 1, 2008.
  4. A. Nayak, A. S. Bajaj, A. Jain, A. Khandelwal, and H. Tiwari, “Replacement of steel by bamboo reinforcement,” IOSR J. Mech. Civ. Eng. IOSR-JMCE, vol. 8, no. 1, pp. 50–61, 2013.
  5. F. P. Pane, H. Tanudjaja, and R. S. Windah, “Pengujian kuat tarik lentur beton dengan variasi kuat tekan beton,” J. Sipil Statik, vol. 3, no. 5, 2015.
  6. D. Pranata, “Perencanaan Dermaga Pelabuhan Peti Kemas Maloy di Kutai Timur,” J. Dyn. St., vol. 4, no. 1, pp. 734–741, 2019.
  7. T. Wonlele, S. M. Dewi, and S. Nurlina, “Penerapan bambu sebagai tulangan dalam struktur rangka batang beton bertulang,” Rekayasa Sipil, vol. 7, no. 1, pp. 1–12, 2013.
  8. S. Surjokusumo and N. Nugroho, “Pemanfaatan Bambu sebagai Bahan Bangunan: Strategi Penelitian Bambu Indonesia,” Sarasehan Penelit. Bambu Indones. Bogor Indones., pp. 21–22, 1994.
  9. R. Setiawan, S. M. Dewi, and E. Arifi, “Pengaruh Rasio Tulangan Terhadap Kuat Lentur Balok Bertulangan Bambu dengan Kait,” J. Mhs. Jur. Tek. Sipil, vol. 1, no. 2, pp. 876–886, 2016.
  10. A. Arman, “Kekuatan Balok Beton Bertulang Bambu Dengan Beberapa Perlakuan Pada Tulangan,” J. Momentum ISSN 1693-752X, vol. 20, no. 1, pp. 31–37, 2018.
  11. J. F. Pathurahman and D. A. Kusuma, “Aplikasi bambu pilinan sebagai tulangan balok beton,” Civ. Eng. Dimens., vol. 5, no. 1, p. pp-39, 2004.
  12. N. Aini, M. Morisco, and A. Anita, “Pengaruh pengawetan terhadap kekuatan dan keawetan produk laminasi bambu,” in Civil Engineering Forum Teknik Sipil, 2009, vol. 19, no. 1, p. pp-979.
  13. B. S. N. Indonesia, “Cara uji kuat lentur beton normal dengan dua titik pembebanan,” SNI, vol. 4431, p. 2011, 2011.
  14. Y. PRATIDINA, “Kuat Lentur Balok Beton Tampang Persegi Dengan Tulangan Bambu Wulung,” Universitas Gadjah Mada, 2011.