Prefabricated Ferrocement Jacket for Repairing and Strengthening Axially Loaded Square Sub-Standard Concrete Stub Columns

For decades, ferrocement has been used to repair, strengthen, and even build structural components because it is a long-lasting and reasonably priced material. However, onsite ferrocement jacketing is time-consuming and labour-intensive. Alternatively, prefabricated ferrocement jacket installation e...

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Main Authors: Abir Mahmood, A. B. M. A. Kaish, Taghreed Khaleefa Mohammed Ali, Ahmed W. Al Zand, Maslina Jamil, Roszilah Hamid
Format: Article
Language:English
Published: MDPI AG 2023-09-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/10/2484
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author Abir Mahmood
A. B. M. A. Kaish
Taghreed Khaleefa Mohammed Ali
Ahmed W. Al Zand
Maslina Jamil
Roszilah Hamid
author_facet Abir Mahmood
A. B. M. A. Kaish
Taghreed Khaleefa Mohammed Ali
Ahmed W. Al Zand
Maslina Jamil
Roszilah Hamid
author_sort Abir Mahmood
collection DOAJ
description For decades, ferrocement has been used to repair, strengthen, and even build structural components because it is a long-lasting and reasonably priced material. However, onsite ferrocement jacketing is time-consuming and labour-intensive. Alternatively, prefabricated ferrocement jacket installation eliminates these shortcomings. Therefore, this study utilises wearable prefabricated ferrocement jackets to repair and strengthen axially loaded sub-standard low-strength concrete elements. In order to repair cracked specimens and strengthen existing intact specimens, two types of wearable prefabricated jackets are proposed, ‘L’ shape and ‘U’ shape. Besides a control specimen, two preloaded and two unloaded square concrete specimens were utilised to repair and strengthen using the Prefabricated Ferrocement Jacketing system. The test results and crack patterns show that all the jacketed specimens performed better than the control specimens in terms of load-bearing capacity, ultimate axial and lateral deflection, and ductility. In terms of load-bearing capacity, the unloaded strengthened specimens showed significant results consistently. Based on the results, the proposed solutions were found to be effective in solving the problem of typical square ferrocement jackets.
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spelling doaj.art-9771a665a40d41f6a85f6e91719fb8f82023-11-19T15:55:01ZengMDPI AGBuildings2075-53092023-09-011310248410.3390/buildings13102484Prefabricated Ferrocement Jacket for Repairing and Strengthening Axially Loaded Square Sub-Standard Concrete Stub ColumnsAbir Mahmood0A. B. M. A. Kaish1Taghreed Khaleefa Mohammed Ali2Ahmed W. Al Zand3Maslina Jamil4Roszilah Hamid5Department of Civil Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, MalaysiaDepartment of Civil Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, MalaysiaDepartment of Architecture Engineering, Faculty of Engineering, Koya University, Koya KOY45, Kurdistan Region, F.R. IraqDepartment of Civil Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, MalaysiaDepartment of Architecture and Built Environment, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, MalaysiaDepartment of Civil Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, MalaysiaFor decades, ferrocement has been used to repair, strengthen, and even build structural components because it is a long-lasting and reasonably priced material. However, onsite ferrocement jacketing is time-consuming and labour-intensive. Alternatively, prefabricated ferrocement jacket installation eliminates these shortcomings. Therefore, this study utilises wearable prefabricated ferrocement jackets to repair and strengthen axially loaded sub-standard low-strength concrete elements. In order to repair cracked specimens and strengthen existing intact specimens, two types of wearable prefabricated jackets are proposed, ‘L’ shape and ‘U’ shape. Besides a control specimen, two preloaded and two unloaded square concrete specimens were utilised to repair and strengthen using the Prefabricated Ferrocement Jacketing system. The test results and crack patterns show that all the jacketed specimens performed better than the control specimens in terms of load-bearing capacity, ultimate axial and lateral deflection, and ductility. In terms of load-bearing capacity, the unloaded strengthened specimens showed significant results consistently. Based on the results, the proposed solutions were found to be effective in solving the problem of typical square ferrocement jackets.https://www.mdpi.com/2075-5309/13/10/2484prefabricated ferrocement jacket (PFJ)repairstrengtheningconcrete column
spellingShingle Abir Mahmood
A. B. M. A. Kaish
Taghreed Khaleefa Mohammed Ali
Ahmed W. Al Zand
Maslina Jamil
Roszilah Hamid
Prefabricated Ferrocement Jacket for Repairing and Strengthening Axially Loaded Square Sub-Standard Concrete Stub Columns
Buildings
prefabricated ferrocement jacket (PFJ)
repair
strengthening
concrete column
title Prefabricated Ferrocement Jacket for Repairing and Strengthening Axially Loaded Square Sub-Standard Concrete Stub Columns
title_full Prefabricated Ferrocement Jacket for Repairing and Strengthening Axially Loaded Square Sub-Standard Concrete Stub Columns
title_fullStr Prefabricated Ferrocement Jacket for Repairing and Strengthening Axially Loaded Square Sub-Standard Concrete Stub Columns
title_full_unstemmed Prefabricated Ferrocement Jacket for Repairing and Strengthening Axially Loaded Square Sub-Standard Concrete Stub Columns
title_short Prefabricated Ferrocement Jacket for Repairing and Strengthening Axially Loaded Square Sub-Standard Concrete Stub Columns
title_sort prefabricated ferrocement jacket for repairing and strengthening axially loaded square sub standard concrete stub columns
topic prefabricated ferrocement jacket (PFJ)
repair
strengthening
concrete column
url https://www.mdpi.com/2075-5309/13/10/2484
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