Eka Juliafad, Lisyana Junelin Restu, Fajri Yusmar, Rusnardi Rahmat Putra, Kimiro Meguro
In this study, the effects of fiber layers on the compressive and shear strength properties of masonry are investigated. The aim is to improve the mechanical properties of masonry walls that are prone to earthquakes The experimental investigations provide information on the mechanical properties of Indonesian masonry blocks under two conditions: without and with fiber coating. Two different types of fibers were used in this study: Fibreglass and Polypropylene fiber. The fiber content is 8% for 1 kg of paint with 5% water. The thickness of the coating applied to the masonry ranges from 1 mm to 3 mm. The compressive strength of the samples with a layer of polypropylene fibers with a thickness of 1 mm and 3 mm is 30.32 kg/cm², 31.16 kg/cm² and 47.16 kg/cm², respectively. The compressive strength of the samples with a layer of glass fiber paint with a thickness of 1 mm, 2 mm, and 3 mm is 30.1 kg/cm², 31.22 kg/cm², 53.31 kg/cm² and the value of the control sample is 25.89 kg/cm². The shear strength of masonry with polypropylene-coated fiber with a layer thickness of 1 mm, 2 mm, and 3 mm is 3.93 kg/cm², 4.64 kg/cm², and 5.89 kg/cm². The bricks reinforced with glass fiber paint with a layer thickness of 1 mm, 2 mm, and 3 mm have 3.77 kg/cm², 5.31 kg/cm², and 5.05 kg/cm². The addition of a 3 mm-thick glass fiber layer led to a significant increase in the maximum compressive strength of 51.44% compared to the control sample. The addition of a 3 mm-thick polypropylene layer led to the most significant increase in shear strength, with a percentage increase of 36.84% compared to the brick without reinforcement. © 2024 Penerbit UTM Press. All rights reserved.
Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Padang, Padang, 25131, Indonesia; Department of Civil Engineering, Faculty of Engineering, The University of Tokyo, Tokyo, Japan
