Investigating the Retrofitting Effect of Fiber-Reinforced Plastic and Steel Mesh Casting on Unreinforced Masonry Walls

Unreinforced masonry (URM) is one of the most popular construction materials around the world, but vulnerable during earthquakes. Due to its brittle nature, the URM structures may lead to a possible collapse of the wall of a building during earthquake events causing casualties. In the current resear...

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Main Authors: Faizan Halim, Afnan Ahmad, Mohammad Adil, Asad Khan, Mohamed Ghareeb, Majed Alzara, Sayed M. Eldin, Fahad Alsharari, Ahmed M. Yosri
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/16/1/257
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author Faizan Halim
Afnan Ahmad
Mohammad Adil
Asad Khan
Mohamed Ghareeb
Majed Alzara
Sayed M. Eldin
Fahad Alsharari
Ahmed M. Yosri
author_facet Faizan Halim
Afnan Ahmad
Mohammad Adil
Asad Khan
Mohamed Ghareeb
Majed Alzara
Sayed M. Eldin
Fahad Alsharari
Ahmed M. Yosri
author_sort Faizan Halim
collection DOAJ
description Unreinforced masonry (URM) is one of the most popular construction materials around the world, but vulnerable during earthquakes. Due to its brittle nature, the URM structures may lead to a possible collapse of the wall of a building during earthquake events causing casualties. In the current research, an attempt is made to enhance the seismic capacity of URM structures by proposing a new innovative composite material that can improve the shear strength and deformation capacity of the URM wall systems. The results revealed that the fiber-reinforced plastic having high tensile and shear stiffness can significantly increase in-plane as well as out-of-plane bending strength of the URM wall. It was recorded that the bending moment of the prism increased up to 549.5% by increasing the bending moment from 490 N*mm to 3183 N*mm per mm deflection of prism upon using glass fibers. Moreover, the ductility ratio amplified up to 5.73 times while the stiffness ratio increased up to 4.16 times with the aid of glass fibers. Since the material used in this research work is low cost, easily available, and no need for any skilled labor, which is economically good. Therefore, the URM walls retrofitted with fiber-reinforced plastic is an economical solution.
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spelling doaj.art-76eeaa035de64e06ba6f7252cdf954e12023-11-16T15:49:13ZengMDPI AGMaterials1996-19442022-12-0116125710.3390/ma16010257Investigating the Retrofitting Effect of Fiber-Reinforced Plastic and Steel Mesh Casting on Unreinforced Masonry WallsFaizan Halim0Afnan Ahmad1Mohammad Adil2Asad Khan3Mohamed Ghareeb4Majed Alzara5Sayed M. Eldin6Fahad Alsharari7Ahmed M. Yosri8Department of Civil Engineering, CECOS University of Science and Emerging Sciences Peshawar, Peshawar 25120, PakistanDepartment of Civil and Environmental Engineering, University Teknologi Petronas, Seri Iskandar 32610, MalaysiaDepartment of Civil Engineering, University of Engineering and Technology Peshawar, Peshawar 25000, PakistanDepartment of Civil Engineering, University of Engineering and Technology Peshawar, Peshawar 25000, PakistanDepartment of Civil Engineering, College of Engineering, Jouf University, Sakaka 72388, Saudi ArabiaDepartment of Civil Engineering, College of Engineering, Jouf University, Sakaka 72388, Saudi ArabiaCenter of Research, Faculty of Engineering, Future University in Egypt, New Cairo 11835, EgyptDepartment of Civil Engineering, College of Engineering, Jouf University, Sakaka 72388, Saudi ArabiaDepartment of Civil Engineering, College of Engineering, Jouf University, Sakaka 72388, Saudi ArabiaUnreinforced masonry (URM) is one of the most popular construction materials around the world, but vulnerable during earthquakes. Due to its brittle nature, the URM structures may lead to a possible collapse of the wall of a building during earthquake events causing casualties. In the current research, an attempt is made to enhance the seismic capacity of URM structures by proposing a new innovative composite material that can improve the shear strength and deformation capacity of the URM wall systems. The results revealed that the fiber-reinforced plastic having high tensile and shear stiffness can significantly increase in-plane as well as out-of-plane bending strength of the URM wall. It was recorded that the bending moment of the prism increased up to 549.5% by increasing the bending moment from 490 N*mm to 3183 N*mm per mm deflection of prism upon using glass fibers. Moreover, the ductility ratio amplified up to 5.73 times while the stiffness ratio increased up to 4.16 times with the aid of glass fibers. Since the material used in this research work is low cost, easily available, and no need for any skilled labor, which is economically good. Therefore, the URM walls retrofitted with fiber-reinforced plastic is an economical solution.https://www.mdpi.com/1996-1944/16/1/257unreinforced masonry (URM)fiber-reinforcedsteel meshout of plane bendingdiagonal tensioncompressive test
spellingShingle Faizan Halim
Afnan Ahmad
Mohammad Adil
Asad Khan
Mohamed Ghareeb
Majed Alzara
Sayed M. Eldin
Fahad Alsharari
Ahmed M. Yosri
Investigating the Retrofitting Effect of Fiber-Reinforced Plastic and Steel Mesh Casting on Unreinforced Masonry Walls
Materials
unreinforced masonry (URM)
fiber-reinforced
steel mesh
out of plane bending
diagonal tension
compressive test
title Investigating the Retrofitting Effect of Fiber-Reinforced Plastic and Steel Mesh Casting on Unreinforced Masonry Walls
title_full Investigating the Retrofitting Effect of Fiber-Reinforced Plastic and Steel Mesh Casting on Unreinforced Masonry Walls
title_fullStr Investigating the Retrofitting Effect of Fiber-Reinforced Plastic and Steel Mesh Casting on Unreinforced Masonry Walls
title_full_unstemmed Investigating the Retrofitting Effect of Fiber-Reinforced Plastic and Steel Mesh Casting on Unreinforced Masonry Walls
title_short Investigating the Retrofitting Effect of Fiber-Reinforced Plastic and Steel Mesh Casting on Unreinforced Masonry Walls
title_sort investigating the retrofitting effect of fiber reinforced plastic and steel mesh casting on unreinforced masonry walls
topic unreinforced masonry (URM)
fiber-reinforced
steel mesh
out of plane bending
diagonal tension
compressive test
url https://www.mdpi.com/1996-1944/16/1/257
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