Kajian Eksperimental Dan Simulasi Numerik Penggunaan Fiberglass Sebagai Bahan Serat Pada Balok Beton

  • Hadi Surya Wibawanto Sunarwadi Teknik Sipil S-1 Institut Teknologi Nasional Malang
  • Deviany Kartika Teknik Sipil S-1 Institut Teknologi Nasional Malang
  • Muhammad Erfan Teknik Sipil S-1 Institut Teknologi Nasional Malang
  • Adi Susetyo Dermawan Teknik Sipil S-1 Universitas Achmad Yani Banjarmasin

Abstract

Construction of reinforced concrete beams requires resistant material with good deformability. Concrete is a material that is strong in compression but weak in tension. So, this research is to use fiberglass as a fiber in concrete to strengthen the tensile strength of the concrete. The results of the initial research found that the compressive strength capacity of concrete with the use of fiberglass increased to 27% compared to plain concrete without fiber. Meanwhile, if we look at the tensile capacity of concrete, it shows that there is an increase of 32% compared to plain concrete without fiber. Then from the numerical simulation results it was found that the use of fiberglass in the construction of flexible beams can minimize deflection by 12%, reduce the maximum compressive stress by 0.04%, and the maximum tensile stress by 0.71%.

Downloads

Download data is not yet available.

References

ACI Committee 544. 1999. Measurement of Properties of Fiber Reinforced Concrete Reported by ACI Committee 544. In ACI (Vol. 544).
ACI Committee 544. 2001. ACI 544.1-96 Fiber Reinforced Concrete.
Artiningsih, T.P., L., L., Helmi, N. 2021. Retrofitting of Reinforced Concrete Beams Using a Fiberglass Jacketing System. Journal of Advanced Civil and Environmental Engineering, 4(1): 44.
Barbosa, A.F., Ribeiro, G.O. 1998. Analysis Of Reinforced Concrete Structures Using Ansys Nonlinear Concrete Model. COMPUTATIONAL MECHANICS, 1–7.
Bartos, P.J.M. 2017. Glassfibre Reinforced Concrete: A Review. IOP Conference Series: Materials Science and Engineering. 246. 1.
BSN SNI 1974. 2011. SNI 1974:2011 Cara Uji Kuat Tekan Teton dengan Benda Uji Silinder.
BSN SNI 2847. 2013. SNI 2847:2013 Persyaratan Beton Struktural untuk Bangunan Gedung.
kumar, Jdc., Abhilash, G., Khan, Pk., sai, Gm., ram, Vt., professor, -Assistant, Tech Students, -b. 2016. Experimental Studies on Glass Fiber Concrete. American Journal of Engineering Research (AJER), (5): 100–104.
Sunarwadi, H.S.W. 2021. Performa Struktur Kolom Pasca Perkuatan Dengan Metode Jacketing Bertulangan Bambu. Jurnal Bentang, 9(1): 47–54.
Sunarwadi, H.S.W., Wibowo, A., Wisnumurti. 2019. The Effect of Structure Performance on RC Strengthening Using Concrete Jacketing Method. International Research Journal of Advanced Engineering and Science, 4(2): 231–235.
Tjitradi, D. n.d. ANSYS Reinforced Concrete Beam (RC BEAM) 1 ANSYS Workbench Modelling of Reinforced Concrete Beam. pp. 1–30. pp. 1–30.
Published
2023-04-27
How to Cite
SUNARWADI, Hadi Surya Wibawanto et al. Kajian Eksperimental Dan Simulasi Numerik Penggunaan Fiberglass Sebagai Bahan Serat Pada Balok Beton. Jurnal Ilmiah Teknik Sipil, [S.l.], v. 27, n. 1, p. 38-45, apr. 2023. ISSN 2541-5484. Available at: <https://ojs.unud.ac.id/index.php/jits/article/view/98898>. Date accessed: 15 nov. 2024. doi: https://doi.org/10.24843/JITS.2023.v27.i01.p05.