Ferrocement: A New Material for Construction
Abstract
The author has investigated experimentally the possibility of applying the ferrocement for the construction of buildings with straight and flat form in contrast to the earlier application to curvilinear structures. This finding will be useful for the construction of muti-storeyed building to cater to the needs of surging population. This experimental investigation has established the credential of this material for the construction of high-rise building. This experimental investigation consists of casting of different components in ferrocement; curing as per the relevant codal provision; and testing of each component individually as well as assembled one as in real structure. The individual panel was able to sustain a maximum load of 31.6 kN and had undergone a deflection of 36 mm under this load without any damage whereas the assembled deck sustained an ultimate load of 14 kN with a failure deflection of 3.16 mm. The individual panel was found to be very flexible and the assembled deck was found to be very stiff. At ultimate load the panel didn’t crush like in the case of reinforced concrete and only sustained the load with large deflection. The deck was found to be very stiff. This investigation has established that ferrocement as a construction material is similar to reinforced concrete in strength and behaviour.
References
ACI Committee 549. (1999). Guide for the design, construction and repair of ferrocement (ACI 549.1R-93, reapproved 1999). American Concrete Institute.
Basunbul, I. A., Gubati, A. A., Al-Sulaimani, G. J., & Baluch, M. H. (1990). Repaired reinforced concrete beams. ACI Materials Journal, 87(4), 348–354. https://doi.org/10.14359/2064
Batra, A., Ghangas, S., Kumar, L., & Saxena, H. (2017). A review study of application of ferrocement. International Research Journal of Engineering and Technology (IRJET), 4(6), 1592–1597.
Bong, T. L. L., & Ahmed, E. (2000). Study of the structural behaviour of ferrocement beam. Unimas e-Journal of Civil Engineering, 1(2), 1–7.
Bureau of Indian Standards. (2013). Indian standard ordinary Portland cement, 53 grade — Specification (1st rev.) (IS 12269:2013). BIS.
European Committee for Standardization. (2004). Eurocode 2: Design of concrete structures (EN-1992). CEN. Ferrocement Society of India. (n.d.).
Ferrocement Society of India, a nodal centre for the promotion of ferrocement in construction. indiaferrocement@gmail.com
Nervi, P. L. (1956). Ferrocement, its characteristics and potentialities (Library Translation No. 60). Cement and Concrete Association.
Paramasivam, P., Lim, C. T. E., & Ong, K. C. G. (1998). Strengthening of RC beams with ferrocement laminates. Cement and Concrete Composites, 20(1), 53–65.
Thorat, A. D., Ghogre, A. R., Bhor, A. D., Ghule, V. S., & Rahane, A. B. (2017). A review paper on ferrocement roofing system. International Journal of Engineering Sciences & Management, 7(1), 122–126.
Copyright (c) 2026 Thandavamoorthy T.S.

This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.