Flexural Behavior of Hybrid Geopolymer Fly Ash Beams with Addition of PVA (Polyvinyl Alcohol) Fiber

Abstract:

Using cement as the primary material for making concrete, around 7%-15%, requires a significant amount of energy and generates abundant waste, thus significantly impacting the environmental conditions. Innovative materials are needed as alternatives to cement. Fly ash, as an environmentally friendly material, can be a solution to minimize the use of cement. The selected fiber is Poly-Vinyl Alcohol (PVA) fiber due to its high tensile strength, which can effectively inhibit the rate of crack development occurring in the beams. The research process was divided into two stages: geopolymer mortar compressive strength testing and beams flexural testing. Compressive strength testing of geopolymer mortar was conducted on 50x50x50 mm cube samples, tested at ages of 3, 7, and 28 days using both air curing and moist curing methods. Geopolymer mortar was created using fly ash as the base material, along with activators such as Sodium Hydroxide (NaOH) and Sodium Silicate (Na₂SiO₃). Meanwhile, flexural beams were tested in 5 samples of 150x200 mm beams with a length of 3300 mm each. The samples consisted of a control beam, a beam reinforced with commercial grouting mortar, a beam reinforced with commercial grouting mortar and PVA geopolymer fibers, a beam reinforced with geopolymer mortar, and a beam reinforced with geopolymer mortar and PVA fibers. The research results indicated that adding PVA fibers to geopolymer mortar could enhance the maximum load-bearing capacity and stiffness of the beams. Regarding failure modes, beams reinforced with PVA-free geopolymer mortar experienced delamination failure, whereas beams reinforced with PVA-containing geopolymer mortar encountered debonding failure.

• Periodical: Construction Technologies and Architecture (Volume 19)
• Pages: 81-91
• DOI: https://doi.org/10.4028/p-g5u7OF
• Online since: June 2025
• Authors: H. Ikhsan Sugiarto*, Rita Irmawaty, Januarty Jaya Ekaputri
• Keywords: Flexural Behavior, Fly Ash, Geopolymer, PVA Fiber, Reinforced Concrete (RC) Beam

References

[1] Andoyo. 2006. Pengaruh Penggunaan Abu Terbang (Fly ash) terhadap Kuat Tekan dan Serapan Air pada Mortar. Semarang: Universitas Negeri Semarang.

DOI: 10.62603/konteks.v2i1.240

[2] Davidovits, J. (2020) Geopolymer Chemistry and Applications. 5th edition, J. Davidovits.–Saint-Quentin, France.

[3] Ekaputri, J. J. et al. (2016) 'Effect of PVA fiber in increasing mechanical strength on paste containing glass powder,' Key Engineering Materials, 673(August), p.83–93.

DOI: 10.4028/www.scientific.net/kem.673.83

[4] Hardjito, D. 2001. Abu Terbang Solusi Pencemaran Semen. Artikel Harian Sinar Harapan, Kupang.

[5] Hardjito, D. et al. (2004) 'On the development of fly ash-based geopolymer concrete,' ACI Materials Journal, 101(6), p.467–472.

[6] Hashim, A. N. et al. (2015) 'Effect of Sodium Hydroxide (NaOH) Concentration on Compressive Strength of Alkali-Activated Slag (AAS) Mortars,' Applied Mechanics and Materials, 754–755(March), p.300–304.

DOI: 10.4028/www.scientific.net/amm.754-755.300

[7] Hassan, A., Arif, M. and Shariq, M. (2019) 'Use of geopolymer concrete for a cleaner and sustainable environment – A review of mechanical properties and microstructure,' Journal of Cleaner Production.

DOI: 10.1016/j.jclepro.2019.03.051

[8] Manfaluthy, M. L. and Ekaputri, J. J. (2017) 'The Application of PVA Fiber to Improve the Mechanical Properties of Geopolymer Concrete', MATEC Web of Conferences, 138.

DOI: 10.1051/matecconf/201713801020

[9] Nawy, Edward G. 2008. Beton Bertulang – Suatu Pendekatan Dasar, PT Refika Aditama, Bandung.

[10] Risdanareni, P., Ekaputri, J. J. and Triwulan (2015) 'The influence of alkali activator concentration to mechanical properties of geopolymer concrete with trass as a filler,' Materials Science Forum, 803(August), p.125–134.

DOI: 10.4028/www.scientific.net/msf.803.125

[11] Zerfu, K. and Ekaputri, J. J. (2021) 'Bond strength in PVA fiber reinforced fly ash-based geopolymer concrete,' Magazine of Civil Engineering, 101(1).