Pengaruh Variasi Volume Serat Kawat Loket terhadap Sifat Mekanik Beton Mutu Normal

Adelia Ridha Sambesa, Nurul Hidayati, Aulia Muttaqin, Maya Saridewi Pascanawaty, Adryan Fitrayudha

Abstract


Concrete is a construction material that is widely used in infrastructure development due to its high compressive strength; however, it has relatively low tensile strength and exhibits brittle behavior. Various efforts have been made to improve the mechanical properties of concrete, one of which is through the addition of reinforcing materials such as PVC-coated welded wire mesh. Nevertheless, the effect of PVC-coated welded wire mesh on the mechanical properties of normal concrete still requires further investigation. This study aims to analyze the effect of adding PVC-coated welded wire mesh on the compressive strength and splitting tensile strength of normal concrete. The research method was conducted experimentally in a laboratory using cylindrical specimens measuring 15 cm × 30 cm, which were tested at the age of 28 days. The variations of welded wire mesh addition were 0% (normal concrete), 0.5%, 0.75%, and 1% of the concrete volume, with the same mix composition applied to all variations. Compressive strength testing was carried out in accordance with SNI 1974:2011, while splitting tensile strength testing followed the applicable standards. The results showed that normal concrete achieved the highest compressive strength of 25.32 MPa and splitting tensile strength of 13.76 MPa. The addition of PVC-coated welded wire mesh resulted in a decrease in compressive strength by 24.33% at 0.5%, 27.41% at 0.75%, and 71.00% at 1%, as well as a reduction in splitting tensile strength by 35.25%, 44.91%, and 38.37%, respectively. Based on these results, it can be concluded that the addition of PVC-coated welded wire mesh at the investigated variations was not able to improve the mechanical properties of normal concrete. Therefore, future studies are recommended to investigate variations in the shape, size, and configuration of the welded wire mesh, as well as the use of other admixtures to enhance workability and bonding performance in concrete

Keywords


normal concrete; PVC-coated welded wire mesh; compressive strength; splitting tensile strength.

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References


Afroughsabet, V., & Ozbakkaloglu, T. (2015). Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers. Construction and Building Materials, 94, 73–82. https://doi.org/10.1016/j.conbuildmat.2015.06.051

Alexander, M. G., Bentur, A., & Mindess, S. (2017). Durability of concrete: Design and construction. CRC Press.

Azizudin, A. A., Pujiastuti, H., & Hidayati, N. (2020). Analisis pengaruh faktor air semen (FAS) terhadap kuat tekan dan kuat tarik belah beton normal. Jurnal Teknik Sipil, 9(2), 85–94.

Badan Standardisasi Nasional. (2008). SNI 1972:2008 Cara uji slump beton. Jakarta: BSN.

Badan Standardisasi Nasional. (2011). SNI 1974:2011 Cara uji kuat tekan beton dengan benda uji silinder. Jakarta: BSN.

Badan Standardisasi Nasional. (2012). SNI 7656:2012 Tata cara pemilihan campuran beton normal. Jakarta: BSN.

Badan Standardisasi Nasional. (2019). SNI 2847:2019 Persyaratan beton struktural untuk bangunan gedung. Jakarta: BSN.

Neville, A. M. (2012). Properties of concrete (5th ed.). London: Pearson Education Limited.

Oktarina, D., Ayu, O., & Purwanto, E. (2018). Pengaruh penambahan serat kawat bendrat terhadap kuat tekan dan kuat tarik beton. Jurnal Teknik Sipil, 7(1), 33–40.

Sirait, C. N., Wijatmiko, I., & Firdausy, A. I. (2017). Pengaruh variasi fraksi kawat loket lapis PVC terhadap kuat tekan, kuat tarik belah, dan modulus elastisitas beton serat. Jurnal Teknik Sipil, 6(2), 101–110.

Sirait, C. N., Wijatmiko, I., & Firdausy, A. I. (2018). Pengaruh variasi panjang serat kawat loket lapis PVC terhadap kuat tekan, kuat tarik belah, dan modulus elastisitas beton serat. Jurnal Teknik Sipil, 7(1), 45–53.

Syah, M. R., Pramanda, H., & Putra, A. (2024). Pengaruh variasi bahan tambah terhadap sifat mekanik beton normal. Jurnal Teknik Sipil, 13(1), 45–54.

Sambesa, A. R., Hidayati, N., & Muttaqin, A. (2023). Pengaruh variasi volume serat kawat loket terhadap sifat mekanik beton mutu normal. Jurnal Talenta Sipil, Fakultas Teknik Universitas Batanghari, 6(2), 85–94.

Trimurtiningrum, R. (2018). Pengaruh penambahan serat bambu terhadap kuat tarik dan kuat tekan beton. Jurnal Hasil Penelitian LPPM Untag Surabaya, 3(1), 1–6.

Wijaya, A., Pratama, D., & Kurniawan, R. (2018). Pengaruh penggunaan serat rami terhadap kuat tekan dan kuat tarik belah beton. Jurnal Rekayasa Sipil, 12(2), 89–97.

Zuraidah, S., Antow, A. K., Sujatmiko, B., & Hastono, B. (2021). Effect of fiber nails addition on the compressive and tensile strength of concrete. Proteksi: Jurnal Teknik Sipil, 5(2), 119–125. https://doi.org/10.26740/proteksi.v5n2.p119-125




DOI: http://dx.doi.org/10.33087/talentasipil.v9i1.1268

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Jurnal Talenta Sipil, Faculty of Engineering, Batanghari University
Adress: Fakultas Teknik, Jl.Slamet Ryadi, Broni-Jambi, Kec.Telanaipura, Kodepos: 36122, email: talentasipil.unbari@gmail.com


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