Investigasi pendahuluan terhadap kinerja lentur dan perkembangan retak pada balok HS-SCC dan HVFA-SCC
Date Published : 30 July 2026
Contributors
Vinda Nurul Hidayatul Aiman
Universitas Islam Indonesia
Author
Mochamad Teguh
Correspondence Author
DOI
ISBN
2962-2697
Keywords
High-Strength SCC; HVFA-SCC; Flexural Performance; Crack Development; Reinforced Concrete Beam; Preliminary Investigation
Proceeding
Track
General Track
License
Copyright (c) 2026 CE ReForm
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Abstract
This preliminary investigation was conducted to examine the current state of knowledge regarding the flexural performance and crack development of High-Strength Self-Compacting Concrete (HS-SCC) beams and High-Volume Fly Ash Self-Compacting Concrete (HVFA-SCC) beams. The study was based on a structured review of national and international publications related to SCC, HVFA-SCC, fly ash utilization, high-strength concrete, and the flexural behavior of reinforced concrete beams. The reviewed studies were analyzed to identify key parameters affecting structural performance, including fresh concrete properties, compressive strength, tensile strength, modulus of elasticity, first cracking load, load–deflection response, stiffness, ductility, crack patterns, and ultimate flexural capacity. The findings indicate that conventional HS-SCC generally exhibits superior early-age compressive strength development and modulus of elasticity due to the dominant use of Portland cement. In contrast, HVFA-SCC demonstrates improved workability and sustainability benefits resulting from the incorporation of high-volume fly ash. However, high fly ash replacement levels may influence early-age strength development, cracking behavior, and post-cracking stiffness. The review also reveals that previous studies have predominantly focused on material properties, while direct comparisons of flexural performance and crack development between HS-SCC and HVFA-SCC beams remain limited. Therefore, further experimental investigations are required to evaluate first cracking load, crack propagation, stiffness degradation, ductility, and ultimate flexural capacity under comparable structural conditions.
References
Aziz, A., Mehboob, S. S., Tayyab, A., Khan, D., Hayyat, K., Ali, A., & Latif Qureshi, Q. B. I. (2024). Enhancing sustainability in self-compacting concrete by optimizing blended supplementary cementitious materials. Scientific Reports, 14(1). https://doi.org/10.1038/s41598-024-62499-w
Aziz, Y. H. A., Malky, A. El, & El-Sayed, T. A. (2026). Flexural behavior and crack development of reinforced geopolymer slabs with longitudinal voids: an experimental study. Scientific Reports, 16(1). https://doi.org/10.1038/s41598-026-53647-5
Budi, A. S., Safitri, E., & Kuncoro, F. B. (2021). Kajian Kuat Tekan, Kuat Tarik Belah, dan Modulus Elastisitas Beton dengan Bahan Pengganti Semen Fly Ash Kadar 15%, 30%, dan 40% Terhadap Beton Normal. Matriks Teknik Sipil, 9(3), 170. https://doi.org/10.20961/mateksi.v9i3.54494
Budi, A. S., Santosa, B., & Widodo, M. A. (2021). Kajian Kuat Tekan, Kuat Tarik Belah, dan Modulus Elastisitas pada High Volume Fly Ash (HVFA) dengan Kadar Fly Ash 50%, 60%, dan 70% terhadap Beton Normal. Matriks Teknik Sipil, 9(4), 244. https://doi.org/10.20961/mateksi.v9i4.54787
Daniel, J. J. (2022). Experimental and numerical study on the cracking behavior and flexural strength of RC shallow beams with rectangular opening and varying length. Structures, 40, 460–468. https://doi.org/10.1016/j.istruc.2022.04.040
Domski, J., Laskowska-Bury, J., & Dudzińska, A. (2025). Cracking Behavior of Fiber-Reinforced Concrete Beams Made of Waste Sand. Applied Sciences (Switzerland), 15(9). https://doi.org/10.3390/app15094790
Dragaš, J., Marinković, S., Ignjatović, I., Tošić, N., & Koković, V. (2023). Flexural behaviour and ultimate bending capacity of high-volume fly ash reinforced concrete beams. Engineering Structures, 277. https://doi.org/10.1016/j.engstruct.2022.115446
Hadi, A. K., Supardi, S., Maruddin, M., Alal, A., Yusuf, A., Samsuddin, R. H., & Kunci, K. (2021). Metode Self Compacting Concrete (Scc) Terhadap Sifat Mekanis Beton. Dalam Maret (Vol. 6, Nomor 1). https://ojs.unanda.ac.id/index.php/jiit/index
Hashmi, A. F., Shariq, M., & Baqi, A. (2020). Flexural performance of high volume fly ash reinforced concrete beams and slabs. Structures, 25, 868–880. https://doi.org/10.1016/j.istruc.2020.03.071
Irfansyah, M. H., Rakhmawati, A., & Arnandha, Y. (2021). STUDI ANALISIS BETON MUTU TINGGI SCC (SELF COMPACTING CONCRETE) MENGGUNAKAN CAMPURAN LIMBAH MARMER DAN SUPERPLASTICIZER. Jurnal Rekayasa Infrastruktur Sipil, 02, 56–62.
Kudva P., L., Nayak, G., Shetty, K. K., & H.K., S. (2024). Assessment of flexural response of RC beams and unrestrained shrinkage of fiber-reinforced high-volume fly ash-based no-aggregate concrete and self-compacting concrete. Construction and Building Materials, 431. https://doi.org/10.1016/j.conbuildmat.2024.136527
Kumar, S., Kumar, N., Kumar, V., Rahul, A. K., Priyadarshee, A., & Ansari, M. I. (2025). Influence of High-Volume Fly Ash and Silica Fume on the Behaviour of Self-Compacting Concrete. IFAC-PapersOnLine, 59(8), 501–508. https://doi.org/10.1016/j.prostr.2025.07.083
Madan, C. S., Munuswamy, S., Joanna, P. S., Gurupatham, B. G. A., & Roy, K. (2022). Comparison of the Flexural Behavior of High-Volume Fly AshBased Concrete Slab Reinforced with GFRP Bars and Steel Bars. Journal of Composites Science, 6(6). https://doi.org/10.3390/jcs6060157
Meena, A., Singh, N., & Singh, S. P. (2024). Shear strength and microstructural investigation on high-volume fly ash self-compacting concrete containing recycled concrete aggregates and coal bottom ash. Materiales de Construccion, 74(353). https://doi.org/10.3989/mc.2024.354623
Nasruddin, Sampebulu, V., & Mushar, P. (2020). Efek Penambahan Admixture terhadap Kuat Tekan Beton SCC pada Umur 7 Hari Dengan Metode Wet Curing. Jurnal Lingkungan Binaan Indonesia, 9(1), 1–5. https://doi.org/10.32315/jlbi.v9i1.94
Nurhickmah, G., & Zulfikar, A. R. (2025). Studi Kuat Tekan Beton SCC dengan Variasi Fly Ash dan Sika Viscocrete pada Perendaman Air Laut. Jurnal Sipil Terapan, 3(1), 25–36. https://doi.org/10.58169/jusit.v3i1.898
Padavala, S. S. A. B., Avudaiappan, S., Paluri, Y., Bharath, C. N., Prathipati, S. R. R. T., & Kumara, A. M. (2025). Self-compacting concrete with fly ash and silica fume: experimental evaluation, microstructural analysis, and machine learning modeling. Scientific Reports, 15(1). https://doi.org/10.1038/s41598-025-33180-7
Rohman, R. K., Afrianto, A., & Cahyono, S. D. (2025). A Proposed Mix Design for High-Volume Fly Ash-Self Compacting Concrete (HVFA-SCC). Engineering, Technology and Applied Science Research, 15(6), 30112–30118. https://doi.org/10.48084/etasr.13726
Rohman, R. K., Wibowo, R. G., & Afrianto, A. (2024). Flexural Behavior of High Volume Fly Ash-Self Compacting Concrete Beams to Normal Concrete Beams with Conventional Steel Reinforcement. Engineering, Technology and Applied Science Research, 14(6), 17792–17797. https://doi.org/10.48084/etasr.8771
Salimu, S., Mendrofa, M., Zalukhu, B. S. F., Telaumbanua, A. J., Zebua, Y. E., Halawa, R., Gea, A. P., Hia, S., Wulansari, L. H., & Morib, M. A. (2024). Pengaruh High Volume Fly Ash (HVFA) Terhadap Kuat Lentur Balok Self Compacted Concrete (SCC). JURNAL TEKNIK SIPIL UKRIM, 1(2), 70–77. https://doi.org/10.61179/jtsukrim.v1i2.640
Şenol, A. F., & Karakurt, C. (2024). High-strength self-compacting concrete produced with recycled clay brick powders: Rheological, mechanical and microstructural properties. Journal of Building Engineering, 88. https://doi.org/10.1016/j.jobe.2024.109175
Sobuz, M. H. R., Aditto, F. S., Datta, S. D., Kabbo, M. K. I., Jabin, J. A., Khan, M. M. H., Rahman, S. M. A., Raazi, M., & Zaman, A. A. U. (2024). High-Strength Self-Compacting Concrete Production Incorporating Supplementary Cementitious Materials: Experimental Evaluations and Machine Learning Modelling. International Journal of Concrete Structures and Materials, 18(1). https://doi.org/10.1186/s40069-024-00707-7
Tiorivaldi, & Abriantoro, A. P. (2024). Studi Eksperimental High Volume Fly ash Self-Compacting Concrete (HVFA SCC) dengan Penambahan 5% Silica Fume terhadap Sifat Reologi dan Mekanik. Jurnal Manajemen Teknologi & Teknik Sipil, 7(2), 114–128. https://doi.org/10.30737/jurmateks.v7i2.6319
Vijayan, D. S., & Daniel, J. J. (2026). Experimental study on cracking patterns, failure mechanisms, and revised classification of slender RC beams containing elongated web openings. Composites Part C: Open Access, 20. https://doi.org/10.1016/j.jcomc.2026.100729
Wibowo, W., Purwanto, P., & Syuja, M. N. (2022). KAJIAN KUAT TEKAN DAN MODULUS ELASTISITAS PADA BETON MEMADAT MANDIRI MUTU TINGGI DENGAN METAKAOLIN 12,5% SEBAGAI SEMEN DAN VARIASI STEEL SLAG SEBAGAI SUBSTITUSI AGREGAT HALUS. Matriks Teknik Sipil, 10(3), 222. https://doi.org/10.20961/mateksi.v10i3.64402
Zulkarnain, F., Hasibuan, D. K., Siregar, Z., & Muthusamy, K. (2026). The Effect of Fly Ash and Silica Fume As Filler Materials on The Tensile Strength and Modulus of Elasticity of Self-Compacting Concrete. https://doi.org/10.24853/jurtek.18.1.49-56
Downloads
How to Cite
Aiman, V. N. H. (2026). Investigasi pendahuluan terhadap kinerja lentur dan perkembangan retak pada balok HS-SCC dan HVFA-SCC. CE ReForm, 6(1), 14-24. https://doi.org//qx8w1h22