The Response of Pumice Lightweight Concrete to Low Velocity Impact Loading

Authors

  • Abbas Ali Nassif Department of Civil Engineering, University of Baghdad, Iraq
  • Ikram Faraoun Al-Mulla Department of Civil Engineering, University of Baghdad, Iraq
Volume: 15 | Issue: 4 | Pages: 25422-25425 | August 2025 | https://doi.org/10.48084/etasr.12549

Abstract

Each year, engineers face significant sustainability challenges due to the large-scale production of concrete for buildings and infrastructure. To address this issue, alternative materials are being used. In this study, volcanic pumice, a lightweight material, was used to replace traditional coarse aggregate. Additionally, Glass Fibers (GFs) and Fiberglass Mesh (FGM) were incorporated to enhance the concrete's performance. The research experimentally examined the ability of lightweight concrete to absorb shocks, using volcanic pumice as the coarse material. The impact resistance was assessed by applying frequency impacts on a concrete plate caused by a falling weight, a 3.4 kg iron ball with a diameter of 9.5 cm, dropped from a height of 1.5 m. The number of strikes at the first fracture as well as the number of blows needed to cause failure, was recorded. An average of three specimens measuring 50 cm × 50 cm × 5 cm were tested at the ages of 28, 60, and 90 days. The study evaluated five pumice lightweight mixes: a reference mix without fiber, a 1% GF mix, a 1-layer FGM mix, a 3-layer FGM mix, and a hybrid mix (M hybrid) incorporating both GF and a 3-layer FGM. The results showed that the hybrid mix performed best in resisting repeated impact loads and absorbing energy. The performance improved by 350% compared to the reference mixture at 90 days. Identifying the impact resistance of lightweight aggregate concrete made with sustainable pumice aggregate could open new opportunities for using this type of concrete in structures exposed to low-velocity impact loads.

Keywords:

lightweight concrete, pumice, glass fiber, fiberglass mesh, mechanical properties, low velocity impact

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References

K. M. A. Hossain, "Properties of volcanic scoria based lightweight concrete," Magazine of Concrete Research, vol. 56, no. 2, pp. 111–120, Mar. 2004. DOI: https://doi.org/10.1680/macr.56.2.111.36296

K. M. A. Hossain, "Potential Use of Volcanic Pumice as a Construction Material," Journal of Materials in Civil Engineering, vol. 16, no. 6, pp. 573–577, Dec. 2004. DOI: https://doi.org/10.1061/(ASCE)0899-1561(2004)16:6(573)

A. L. M. & H. A. Mboya, "Feasibility of lightweight aggregate concrete for structural and non-structural works in Tanzania," in Research and Applications in Structural Engineering, Mechanics and Computation, 1st ed., CRC Press, 2013.

E. Yasar, C. D. Atis, A. Kilic, and H. Gulsen, "Strength properties of lightweight concrete made with basaltic pumice and fly ash," Materials Letters, vol. 57, no. 15, pp. 2267–2270, Apr. 2003. DOI: https://doi.org/10.1016/S0167-577X(03)00146-0

K. M. Anwar Hossain, "Properties of volcanic pumice based cement and lightweight concrete," Cement and Concrete Research, vol. 34, no. 2, pp. 283–291, Feb. 2004. DOI: https://doi.org/10.1016/j.cemconres.2003.08.004

IQS No.5 Portland Cement. Iraq: Iraqi Standard Specification, 2019.

Iraqi Specifications No. (45), 1984 for Aggregates of Natural Resources used for Concrete and Construction. Iraq: Iraqi Standard Specification, 1984.

ASTM C330/C330M-17a Standard Specification for Lightweight Aggregates for Structural Concrete. USA: ASTM International, 2017.

ASTM C1240-20 Standard Specification for Silica Fume Used in Cementitious Mixtures. USA: ASTM International, 2020.

Iqs 1703 - 2018 Water Used for Concrete and Morter. Iraq: Iraqi Standard Specification, 2018.

ASTM C494/C494M:13 Standard Specification for Chemical Admixtures for Concrete. USA: ASTM International, 2013.

ACI 211.2: 1998. Standard Practice for Selecting Proportions for Structural Lightweight Concrete. USA: American Conctrete Institute, 1998.

ASTM C192/C192M-14 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. USA: ASTM International, 2015.

J. Abd and I. K. Ahmed, "The Effect of Low Velocity Impact Loading on Self-Compacting Concrete Reinforced with Carbon Fiber Reinforced Polymers," Engineering, Technology & Applied Science Research, vol. 11, no. 5, pp. 7689–7694, Oct. 2021. DOI: https://doi.org/10.48084/etasr.4419

I. F. Al-Mulla, A. S. Al-Ameeri, A. S. Al-Rihimy, and T. S. Al-Attar, "Elasticity and Load-Displacement Behavior of Engineered Cementitious Composites produced with Different Polymeric Fibers," Engineering, Technology & Applied Science Research, vol. 14, no. 1, pp. 13026–13032, Feb. 2024. DOI: https://doi.org/10.48084/etasr.6731

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How to Cite

[1]
A. A. Nassif and I. F. Al-Mulla, “The Response of Pumice Lightweight Concrete to Low Velocity Impact Loading”, Eng. Technol. Appl. Sci. Res., vol. 15, no. 4, pp. 25422–25425, Aug. 2025.

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