The Pengaruh Specific Surface dari Tulangan Galvanised Welded Wire-Mesh terhadap Daktilitas Displasemen Panel Ferrocement

I Nyoman Merdana; Fathmah Mahmud; I Dewa Gede Jaya Negara; I Wayan Suteja; Nengah Erna Purnama Devi; Nazula Muthia Sahlani

doi:10.29303/jstl.v12i1.989

Authors

I Nyoman Merdana Jurusan Teknik Sipil Fakultas Teknik, Universitas Mataram
Fathmah Mahmud Jurusan Teknik Sipil Fakultas Teknik, Universitas Mataram
I Dewa Gede Jaya Negara Jurusan Teknik Sipil Fakultas Teknik, Universitas Mataram
I Wayan Suteja Jurusan Teknik Sipil Fakultas Teknik, Universitas Mataram
Nengah Erna Purnama Devi Jurusan Teknik Sipil Fakultas Teknik, Universitas Mataram
Nazula Muthia Sahlani Jurusan Teknik Sipil Fakultas Teknik, Universitas Mataram

DOI:

https://doi.org/10.29303/jstl.v12i1.989

Keywords:

Specific surface, Wire-mesh, Ferrocement, Displacement ductility, Flexural behaviour

Abstract

For building construction located in high-risk seismic zone, ductile material is required which can be fulfilled with Ferrocement. Ferrocement has been widely applied as construction material and strengthening damaged structures due to its unique properties. In this study, the effect of Specific surface of wire-mesh reinforcement on the Displacement ductility behaviour of Ferrocement panels was investigated. Ferrocement panels of 20x200x600mm, made of 1Pc:3Ps mortar and water-cement ratio of 0.50, was prepared. The Ferrocement panels were reinforced with evenly distributed Galvanised welded wire-mesh having various opening sizes and wire-mesh diameter. The main variable in this research is the Specific surface. Ferrocement panels were tested with third-point loading correspond to SNI 4431:2011. Based on data analysis it was concluded that Displacement ductility raised as the Specific surface Sr increase. Furthermore, minimum specific surface of 4mm2/mm3 is recommended for seismicity zone

References

ACI 549.1R-18. (2018). Design Guide for Ferrocement [Standard]. American Concrete Insitute. https://www.concrete.org/Portals/0/Files/PDF/Previews/549.1R-18_preview.pdf

Alaa, M., Makhlouf, M. H., Mansour, M. H., & Elsayed, K. M. (2025). Flexural Behavior of Reactive Powder Concrete Ferrocement Hollow Beams Reinforced by Different Mesh Type. International Journal of Concrete Structures and Materials, Engineering-Civil Engineering, 19(1). https://doi.org/10.1186/s40069-025-00772-6

Aules, W. A., Saeed, Y. M., Al-Azzawi, H., & Rad, F. N. (2022). Experimental Investigation on Short Concrete Columns Laterally Strengthened with Ferrocement and CFRP. Case Studies in Construction Materials, 16. https://doi.org/10.1016/j.cscm.2022.e01130

FEMA P-2082-1. (2020). NEHRP Recommended Seismic Provisions for New Buildings and Other Structures: Volume I (Sept 2020). Building Seismic Safety Council (BSSC).

Gaidhankar, D. G., Kulkarni, M. S., & Jaiswal, A. R. (2017). Ferrocement Composite Beams Under Flexure. 04(10), 117–124.

Inayah, Y., & Chairunnisa, N. (2022). Compressive and Flexural Behavior of Ferrocement and Ferro-Geopolymer Using Various Number of Wire Mesh Layers. Jurnal Cerucuk, 6(7), 481–496. https://doi.org/10.20527/crc.v6i7.13209

Kaish, A. B. M. A., Jamil, M., Raman, S. N., & ZAin, M. F. M. (2015). Axial Behavior of Ferrocement Confined Cylindrical Concrete Specimens with Different Sizes. Construction and Building Materials, 78, 50–59. https://doi.org/10.1016/j.conbuildmat.2015.01.044

Kaish, A. B. M. A., Jamil, M., Raman, S. N., Zain, M. F. M., & Nahar, L. (2018). Ferrocement composites for strengthening of concrete columns: A review. Construction and Building Materials, 160, 326–340. https://doi.org/10.1016/j.conbuildmat.2017.11.054

Karnawati, D., Riama, N. F., Daryono, Weniza, Hidayanti, Anggraini, S., Rudianto, Kriswinarso, T., Anugrah, S. D., Pandadaran, S. H., Apriani, M., Maimuna, A. K., Setiawati, E. E., Aditya, G. P., Aristy, S. A., Panjaitan, O., Yagoswara, D. S., Yatimantoro, T., Arimuko, A., … Ghifari, M. H. (2025). Katalog Gempa Bumi Signifikan & Merusak Tahun 1821–2024 (Cetakan Pertama). Direktorat Gempabumi dan Tsunami Kedeputian Bidang Geofisika BMKG. https://content.bmkg.go.id/wp-content/uploads/Katalog-Gempabumi-Merusak-1821-2024.pdf (Original work published Badan Meteorologi Klimatologi dan Geofisika)

Kencanawati, N. N., Merdana, I. N., & Darmawan, N. K. I. (2022). Kajian Kekangan Kawat Anyam Sebagai Material Perbaikan Kerusakan Kolom Beton Bertulang Akibat Beban Aksial Sentris. Jurnal Rekayasa Sipil (Jrs-Unand), 8(1), 30–41. https://doi.org/10.25077/jrs.18.1.30-41.2022

Kim, K.-S., Park, K.-T., & Park, C. (2022). Structural Behavior of Expanded Rib Steel Bars Used in Reinforced Concrete Beams. Elsevier B.V., 14. https://doi.org/10.1016/j.rineng.2022.100455

Ling, J. H., Lim, Y. T., & Jusli, E. (2023). Methods to Determine Ductility of Structural Members: A Review. Journal of the Civil Engineering Forum, 9(2), 181–194. https://doi.org/10.22146/jcef.6631

Naaman, A. E., & Homrich, J. R. (1986). Flexural Design of Ferrocement: Computerized Evaluation and Design Aids. Journal of Ferrocement, 16(2), 101–116. http://www.ferrocement-ifs.com/uploads/1/1/5/8/115874413/naaman_no._78.pdf

Naderpour, H., Rezazadeh Eidgahee, D., Fakharian, P., Rafiean, A. H., & Kalantari, S. M. (2020). A New Proposed Approach for Moment Capacity Estimation of Ferrocement Members Using Group Method of Data Handling. Engineering Science and Technology, an International Journal, 23(2), 382–391. https://doi.org/10.1016/j.jestch.2019.05.013

Orientilize, M., Prakoso, W. A., Lase, Y., Purnomo, S., Sumartono, I. H., & Agustin, W. (2023). The Evaluation of Displacement Ductility of Low Confinement Spun Pile to Pile Cap Connections. International Journal of Technology, 14(4), 823–832. https://doi.org/10.14716/ijtech.v14i4.5889

Riama, N. F., Daryono, Weniza, Hidayanti, Anggraini, S., Pandadaran, Sidiq Hargo, Kriswinarso, T., Rudianto, Panjaitan, O., Setiawati, E. E., Apriani, M., Maimuna, A. K., Aditya, G. P., Haryanto, F. T., Aristy, S. A., Arimuko, A., Prabowo, I., Fitriani, D. S., & Putra, M. R. J. (2025). Katalog Tsunami Indonesia Tahun 416-2025 Per-Wilayah (Cetakan Pertama). Direktorat Gempabumi dan Tsunami Kedeputian Bidang Geofisika BMKG. https://content.bmkg.go.id/wp-content/uploads/Katalog-Tsunami-Indonesia-Perwilayah-416-2025.pdf (Original work published Badan Meteorologi Klimatologi dan Geofisika)

Shaheen, Y. B., Eltaly, B. A., Yousef, S. G., & Fayed, S. (2023). Structural Performance of Ferrocement Beams Incorporating Longitudinal Hole Filled with Lightweight Concrete. International Journal of Concrete Structures and Materials, 17(1), 21. https://doi.org/10.1186/s40069-023-00579-3

SK SNI S-04-1989-F. (1989). Spesifikasi Bahan Bangunan Bagian A (Bahan Bangunan Bukan Logam) [Standard]. Badan Standardisasi Nasional.

SNI 03-4804:1998. (1998). Metode Pengujian Berat Isi dan Rongga Udara dalam Agregat (Standard ICS 91.100.01). Badan Standardisasi Nasional. https://pesta.bsn.go.id/produk/detail/5209-sni03-4804-1998

SNI 03-6817:2002. (2002). Metode Pengujian Mutu Air untuk digunakan dalam Beton (Standar ICS 13.060.01). Badan Standardisasi Nasional.

SNI 03-6825:2002. (2002). Metode Pengujian Kekuatan Tekan Mortar Semen Portland untuk Pekerjaan Sipil (Standard ICS 91.100.10). Badan Standardisasi Nasional.

SNI 15-0302-2004. (2014). Semen Portland Pozolan (Standar ICS 91.100.10). Badan Standardisasi Nasional.

SNI 1970:2008. (2008). Cara Uji Berat Jenis dan Penyerapan Air Agregat Halus (Standar ICS 91.100.15; 91.010.30). Badan Standardisasi Nasional.

SNI 4431:2011. (2011). Cara Uji Kuat Lentur Beton Normal dengan Dua Titik Pembebanan (Standar ICS 91.100.30). Badan Standardisasi Nasional. www.bsn.go.id

SNI ASTM C136:2012. (2012). Metode Uji untuk Analisis Saringan Agregat Halus dan Agregat Kasar (ASTM C 136-06, IDT) (Standard ICS 91.100.30). Badan Standardisasi Nasional.

Usman, F., & Shaharudin, M. S. (2018). Effect of Polypropylene Fibres on Torsional Strength of Ferrocement. Indian Journal of Science and Technology, 11(8), 1–5. https://doi.org/10.17485/ijst/2018/v11i8/114093.