Influence of styrofoam-based additives on the mechanical properties of mortar for concrete roof tile production

Authors

  • Sudirman Indra Department of Civil Engineering, National Institute of Technology Malang, 65145, Indonesia
  • Adinda Yunita Putri Department of Civil Engineering, National Institute of Technology Malang, 65145, Indonesia
  • Mohammad Erfan Department of Civil Engineering, National Institute of Technology Malang, 65145, Indonesia
  • Vega Aditama Department of Civil Engineering, National Institute of Technology Malang, 65145, Indonesia
  • Redi Sigit Febrianto Department of Architecture, National Institute of Technology Malang, 65145, Indonesia
  • Ratri Andinisari Department of Civil Engineering, National Institute of Technology Malang, 65145, Indonesia

DOI:

https://doi.org/10.22225/jipe.5.1.2026.8-14

Keywords:

styrofoam, concrete roof tile, mortar, mechanical property, physical property, porosity, permeability

Abstract

Concrete roof tile are widely used as roofing material due to its durability and performance. However, concrete roof tiles have relatively high weight and their production cost limit broader application. This study aims to develop an environmentally friendly lightweight concrete roof tile by adding styrofoam waste as a partial substitute for fine aggregates in the mortar mix. Four percentage variations of styrofoam content were used in making mortar and roof tile samples, which are 0%, 4%, 8%, and 12% relative to the total volume of sample. These variations were chosen to investigate the effect of styrofoam addition on the mechanical and physical properties of mortar and concrete roof tiles. A series of tests were also conducted, such as compressive, tensile, and flexural strength tests of mortar, flexural strength of roof tiles, as well as impermeability and porosity tests of the final products. The results of these tests indicate that the optimal mechanical performance was achieved at 8% styrofoam content, with mortar flexural strength reaching 5.05 MPa and roof tile flexural strength at 4.58 MPa. Although compressive strength declined with increasing styrofoam content, values remained within acceptable limits for non-structural applications. All roof tile samples met the impermeability criteria based on SNI 0096:2007, which states that there must not be water seepage through the samples for approximately 20 hours ± 5 minutes, regardless of their styrofoam content. Finally, it can be concluded that styrofoam can be effectively repurposed as an additive in concrete roof tile production, resulting in a lightweight, cost-effective, and sustainable building material.

References

[1] Sudirman Indra, Nadya Rachma, Mohammad Erfan, Endro Yuwono, and Ratri Andinisari, “EFFECTS OF ALUMINUM FIBERS ADDITIVE ON THE COMPRESSIVE STRENGTH OF A CONCRETE,” J. Infrastruct. Plan. Eng. JIPE, vol. 3, no. 1, pp. 1–4, May 2024, doi: 10.22225/jipe.3.1.2024.1-4.

[2] J. J. Assaad, C. Mikhael, and R. Hanna, “Recycling of waste expanded polystyrene concrete in lightweight sandwich panels and structural applications,” Clean. Mater., vol. 4, p. 100095, June 2022, doi: 10.1016/j.clema.2022.100095.

[3] A. N. Siyal, S. Q. Memon, and M. Y. Khuhawar, “Recycling of styrofoam waste: synthesis, characterization and application of novel phenyl thiosemicarbazone surface,” Polish Journal of Chemical Technology, vol. 14, no. 4, pp. 11–18, Dec. 2012, doi: 10.2478/v10026-012-0095-0.

[4] S. E. Ubi, D. E. Ewa, A. R. Bessong, and E. D. Nyah, “Effects of Incorporating Expanded Polystyrene in Concrete Construction,” J. Build. Constr. Plan. Res., vol. 10, no. 03, pp. 79–101, 2022, doi: 10.4236/jbcpr.2022.103004.

[5] F. D. Astuti, E. Hermanto, and K. Lubis, “Pemanfaatan Limbah Styrofoam dan Serat Sabut Kelapa sebagai Bahan Tambah Genteng Beton,” J. Civ. Eng. Build. Transp., vol. 1, no. 1, p. 11, May 2017, doi: 10.31289/jcebt.v1i1.365.

[6] H. Winarno and R. Pujantara, “PENGARUH KOMPOSISI BAHAN PENGISI STYROFOAM PADA PEMBUATAN BATAKO MORTAR SEMEN DITINJAU DARI KARAKTERISTIK DAN KUAT TEKAN,” J. Scientific Pinisi, vol. 1, no. 1, pp. 1-12, 2015.

[7] FAlfuady, Saloma, and Y. Idris, “Characteristics Foam Concrete with Polypropylene Fiber and Styrofoam,” J. Phys. Conf. Ser., vol. 1198, no. 8, p. 082020, Apr. 2019, doi: 10.1088/1742-6596/1198/8/082020.

[8] Badan Standardisasi Nasional, Genteng Beton, SNI 0096:2007, Jakarta, Indonesia, 2007.

[9] M. Mansyur, E. S. Yusmartini, and D. Kharismadewi, “PENGARUH PENAMBAHAN STYROFOAM TERHADAP KUALITAS BETON K-255,” Distilasi, vol. 6, no. 2, pp. 1-6, 2021.

[10] Badan Standardisasi Nasional, Metode Pengujian Kekuatan Tekan Mortar Semen Portland untuk Pekerjaan Sipil, SNI 03-6825-2002, Jakarta, Indonesia, 2002.

[11] ASTM International, Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacings, ASTM C307-03, West Conshohocken, PA, USA, 2003.

[12] A. Dhanalakshmi and A. Poonkuzhali, “Behavioural Study on Lightweight Concrete,” International Journal of Science and Research, vol. 5, no. 11, 2015.

[13] S. Nisumanti et al., “Optimization of Styrofoam as Concrete Replacement Material Subjected to Compressive Strength,” J. Kejuruter., vol. 36, no. 4, pp. 1477–1482, July 2024, doi: 10.17576/jkukm-2024-36(4)-13.

[14] R. Karolina, R. Simanjuntak, S. Syahrizal, and M. Handana, “The Effect of Polystyrene on Concrete Mechanical Properties,” in Proceedings of the Proceedings of the 2nd Annual Conference of Engineering and Implementation on Vocational Education (ACEIVE 2018), 3rd November 2018, North Sumatra, Indonesia, Medan, Indonesia: EAI, 2019. doi: 10.4108/eai.3-11-2018.2285654.

[15] J. Wei, T. Wang, Y. Zhong, Y. Zhang, and C. K. Y. Leung, “Performance Evaluation of Foamed Concrete with Lightweight Aggregate: Strength, Shrinkage, and Thermal Conductivity,” Materials, vol. 17, no. 15, p. 3869, Aug. 2024, doi: 10.3390/ma17153869.

[16] M. Gunavel, S. Aishwarya, K. Indhumathi, N. Jalapriya, M. Keerthi Priya, and vivekanandha college of technology for women, “Proportioning of Lightweight Concrete by the Inclusion of Expanded Polystyrene(EPS),” Int. J. Eng. Res., vol. V9, no. 02, Mar. 2020, doi: 10.17577/ijertv9is020368.

[17] M. Hossain, S. F. I. Kamal, G. Mostofa, and S. R. Islam, “MECHANICAL PROPERTIES OF LIGHT-WEIGHT CONCRETE BLOCK USING EXPANDED POLYSTYRENE FOAM,” in Proceedings of the 6th International Conference on Civil Engineering for Sustainable Development (ICCESD 2022), 10-12 February 2022, KUET, Khulna, Bangladesh, 2022.

[18] B. Herki, “Absorption Characteristics of Lightweight Concrete Containing Densified Polystyrene,” Civ. Eng. J., vol. 3, no. 8, pp. 594–609, Aug. 2017, doi: 10.28991/cej-2017-00000115.

[19] I. Ardiyanti, Firmansyah, M, “PENGARUH PENGGUNAAN SERAT BULU AYAM SEBAGAI BAHAN TAMBAHAN PADA CAMPURAN GENTENG BETON TERHADAP UJI KEMAMPUAN MEKANIS”, Rekayasa Teknik Sipil, vol. 3, no. 3, 2018.

[20] F. T. Nugroho, M. F. Husaen, and E. W. R. Prabowo, “Pembuatan Genteng Beton Berkonsep Eco-Friendly Materials Menggunakan Abu Sekam Padi dan Limbah Polyethylene Terephthalate (PET),” Pusat Pengembangan Pendidikan Vokasi, pp. 75–83, 2017.

[21] Ngudi Hari Crista, “The Effectiveness of Styrofoam Mixtures in Lightweight Concrete Walls,” J. Electr. Syst., vol. 20, no. 4s, pp. 2479–2489, Apr. 2024, doi: 10.52783/jes.2805.

Downloads

Published

2026-04-30

Issue

Section

Articles