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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM67844
Volume:
10 |
10 |
Oct 2026
Pages:
1-7
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

Civil Engineering
SVERI's College of Engineering, Pandharpur.
Civil Engineering
SVERI's College of Engineering, Pandharpur.
Civil Engineering
SVERI's College of Engineering, Pandharpur.
Civil Engineering
SVERI's College of Engineering, Pandharpur.
Civil Engineering
SVERI's College of Engineering, Pandharpur.
Civil Engineering
SVERI's College of Engineering, Pandharpur.
Ferrocement is a versatile and cost-effective composite material widely used in construction because of its excellent strength-to-weight ratio, durability and adaptability. Conventionally, it consists of cement mortar reinforced with welded wire mesh. Recent advances in materials science have introduced woven mesh reinforcement and fiber-based mortar alternatives. This paper presents a review of these developments, focusing on their influence on mechanical performance, durability, crack resistance and sustainability. Woven mesh improves stress distribution and ductility, while fiber-reinforced mortars increase tensile strength and reduce shrinkage and microcracking. The paper compares conventional ferrocement with modified systems, discusses practical applications, challenges and future research needs, and supports the review with a laboratory punching-load comparison of ferrocement panels, in which the panel with steel mesh and fibers reached the highest ultimate load (43.6 kN) with the lowest deflection (9.97 mm). The findings highlight the potential of these technologies for sustainable construction.
KEYWORDS
The integration of woven mesh and fiber-based mortar alternatives represents a significant advancement in ferrocement technology. These innovations enhance the mechanical properties of ferrocement and address several limitations of conventional systems, such as corrosion susceptibility, uneven stress distribution, shrinkage and microcracking. In the present laboratory comparison, the panel with steel mesh and fibers achieved the highest ultimate punching load (43.6 kN) with the lowest deflection (9.97 mm), outperforming the single-layer steel mesh panel (35.1 kN) and the control panel (23.22 kN). Adopting these materials can lead to more sustainable and resilient construction practices. However, further work on long-term performance, optimized mix design, bonding behavior and environmental impact is required before widespread adoption.
[1] Faraji, M. F., Işık, M. A. M., Bodur, B., Üçdemir, G., Bayraktar, O. Y., Kaplan, G., … & Ozbakkaloglu, T. (2025). Chemical resistance and toughness of fiber-reinforced ferrocement composites in H₂SO₄ and Na₂SO₄ environments: Enhancing the flexibility of structural foam concrete. Construction and Building Materials, 481, 141593. [2] Mukherjee, A., & Kaushik, H. B. (2025). Effectiveness of ferrocement composites in enhancing the shear and flexural behavior of masonry wallettes: Experimental and analytical study. Engineering Structures, 343, 121072. [3] Sierra, I. E. M., Salinas, J. C., Manzano, M. A. R., & Zúñiga, A. P. G. (2025). Evaluation of human-induced vibration of ferrocement in lightweight constructive systems. Results in Engineering, 26, 105376. [4] Miah, M. J., Miah, M. S., Hasan, N. M. S., Sobuz, M. H. R., & Li, Y. (2025). Role of recycled crushed clay bricks as fine aggregates in enhancing the performance of ferrocement-strengthened RC beams. Construction and Building Materials, 478, 141412. [5] Mohana, R., & Bharathi, S. L. (2024). Assessment on the mesh and mortar effect of the impact resistant nano fly ash based geopolymer ferrocement panels using rubber and plastic aggregates. Structures, 68, 107147. Elsevier. [6] Abdallah, A. M., Badawi, M., Elsamak, G., Hu, J. W., Mlybari, E. A., & Ghalla, M. (2024). Strengthening of RC beams with inadequate lap splice length using cast-in-situ and anchored precast ECC ferrocement layers mitigating construction failure risk. Case Studies in Construction Materials, 20, e02747. [7] Sen, D., Alwashali, H., Islam, M. S., Seki, M., & Maeda, M. (2023). Lateral strength evaluation of ferrocement strengthened masonry infilled RC frame based on experimentally observed failure mechanisms. Structures, 58, 105428. Elsevier. [8] Barbhuiya, S., Adak, D., Marthong, C., & Forth, J. (2025). Sustainable solutions for low-cost building: Material innovations for Assam-type house in North-East India. Case Studies in Construction Materials, 22, e04461. [9] Hematibahar, M., Nikolai, V., Petrů, J., Bashir, M. N., Hasanzadeh, A., Tesfaldet, G., … & Bakhtiyari, A. (2025). Experimental evaluation of mechanical strength of silica fume-cemented sand reinforced with 3D-printed fibers. Journal of Materials Research and Technology. [10] Xu, H., Gao, C., Wang, L., Jin, H., Lin, J., Chen, L., … & Ngo, T. (2026). Exploring sustainable alternatives: Limestone waste powder and silica fume in designing low-carbon shotcrete for enhanced mechanical, microstructural and sustainable properties. Construction and Building Materials, 507, 145087.
Publication Date
10/12/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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