Structural rehabilitation of API steel pipes using GFRP under dynamic condition

Corrosion of steel pipes significantly challenges industries such as oil and gas, water transport, and chemicals, where pipeline integrity is paramount. Degradation due to corrosion leads to reduced efficiency, heightened risk of catastrophic failure, and substantial economic and safety concerns. Th...

Full description

Bibliographic Details
Main Authors: Mohd Hisbany Mohd Hashim, Mohd Fakri Muda, Nurhakim Hazman Norhan, Muhammad Daniel Abdul Shahid, Najwa Mohammad Fadzil, Abdul Rahman Mohd Sam, Amin Al-Fakih
Format: Article
Language:English
Published: Penerbit Universiti Kebangsaan Malaysia 2024
Online Access:http://journalarticle.ukm.my/25761/
http://journalarticle.ukm.my/25761/1/37.pdf
_version_ 1848816442341851136
author Mohd Hisbany Mohd Hashim,
Mohd Fakri Muda,
Nurhakim Hazman Norhan,
Muhammad Daniel Abdul Shahid,
Najwa Mohammad Fadzil,
Abdul Rahman Mohd Sam,
Amin Al-Fakih,
author_facet Mohd Hisbany Mohd Hashim,
Mohd Fakri Muda,
Nurhakim Hazman Norhan,
Muhammad Daniel Abdul Shahid,
Najwa Mohammad Fadzil,
Abdul Rahman Mohd Sam,
Amin Al-Fakih,
author_sort Mohd Hisbany Mohd Hashim,
building UKM Institutional Repository
collection Online Access
description Corrosion of steel pipes significantly challenges industries such as oil and gas, water transport, and chemicals, where pipeline integrity is paramount. Degradation due to corrosion leads to reduced efficiency, heightened risk of catastrophic failure, and substantial economic and safety concerns. This study investigates the effectiveness of Glass Fiber-Reinforced Polymer (GFRP) wrap in restoring and enhancing the performance of corroded API 5L X42 steel pipes. Through controlled corrosion induction, application of GFRP wrapping, and cyclic loading tests, this study offers a comprehensive understanding of the initial response and performance under dynamic condition. For unrepaired pipes, maximum force applied ranged from 67.84 kN to 404.8 kN as stroke increased from 1mm to 12mm, with corresponding maximum deformation from 0.8mm to 9.01mm. In contrast, GFRP-rehabilitated pipes demonstrated applied force ranging from 28.98 kN to 452.87 kN, with maximum deformation from 0.65mm to 14.41mm. These findings underscore the efficacy of GFRP patches in mitigating corrosion effects, extending pipeline service life, and reducing failure risk. This study validates theoretical models and offers practical guidance for adopting resilient materials in engineering, enhancing pipeline integrity in critical industrial applications.
first_indexed 2025-11-15T01:05:56Z
format Article
id oai:generic.eprints.org:25761
institution Universiti Kebangasaan Malaysia
institution_category Local University
language English
last_indexed 2025-11-15T01:05:56Z
publishDate 2024
publisher Penerbit Universiti Kebangsaan Malaysia
recordtype eprints
repository_type Digital Repository
spelling oai:generic.eprints.org:257612025-08-12T07:51:39Z http://journalarticle.ukm.my/25761/ Structural rehabilitation of API steel pipes using GFRP under dynamic condition Mohd Hisbany Mohd Hashim, Mohd Fakri Muda, Nurhakim Hazman Norhan, Muhammad Daniel Abdul Shahid, Najwa Mohammad Fadzil, Abdul Rahman Mohd Sam, Amin Al-Fakih, Corrosion of steel pipes significantly challenges industries such as oil and gas, water transport, and chemicals, where pipeline integrity is paramount. Degradation due to corrosion leads to reduced efficiency, heightened risk of catastrophic failure, and substantial economic and safety concerns. This study investigates the effectiveness of Glass Fiber-Reinforced Polymer (GFRP) wrap in restoring and enhancing the performance of corroded API 5L X42 steel pipes. Through controlled corrosion induction, application of GFRP wrapping, and cyclic loading tests, this study offers a comprehensive understanding of the initial response and performance under dynamic condition. For unrepaired pipes, maximum force applied ranged from 67.84 kN to 404.8 kN as stroke increased from 1mm to 12mm, with corresponding maximum deformation from 0.8mm to 9.01mm. In contrast, GFRP-rehabilitated pipes demonstrated applied force ranging from 28.98 kN to 452.87 kN, with maximum deformation from 0.65mm to 14.41mm. These findings underscore the efficacy of GFRP patches in mitigating corrosion effects, extending pipeline service life, and reducing failure risk. This study validates theoretical models and offers practical guidance for adopting resilient materials in engineering, enhancing pipeline integrity in critical industrial applications. Penerbit Universiti Kebangsaan Malaysia 2024-09 Article PeerReviewed application/pdf en http://journalarticle.ukm.my/25761/1/37.pdf Mohd Hisbany Mohd Hashim, and Mohd Fakri Muda, and Nurhakim Hazman Norhan, and Muhammad Daniel Abdul Shahid, and Najwa Mohammad Fadzil, and Abdul Rahman Mohd Sam, and Amin Al-Fakih, (2024) Structural rehabilitation of API steel pipes using GFRP under dynamic condition. Jurnal Kejuruteraan, 36 (5). pp. 2203-2212. ISSN 0128-0198 https://www.ukm.my/jkukm/volume-3605-2024/
spellingShingle Mohd Hisbany Mohd Hashim,
Mohd Fakri Muda,
Nurhakim Hazman Norhan,
Muhammad Daniel Abdul Shahid,
Najwa Mohammad Fadzil,
Abdul Rahman Mohd Sam,
Amin Al-Fakih,
Structural rehabilitation of API steel pipes using GFRP under dynamic condition
title Structural rehabilitation of API steel pipes using GFRP under dynamic condition
title_full Structural rehabilitation of API steel pipes using GFRP under dynamic condition
title_fullStr Structural rehabilitation of API steel pipes using GFRP under dynamic condition
title_full_unstemmed Structural rehabilitation of API steel pipes using GFRP under dynamic condition
title_short Structural rehabilitation of API steel pipes using GFRP under dynamic condition
title_sort structural rehabilitation of api steel pipes using gfrp under dynamic condition
url http://journalarticle.ukm.my/25761/
http://journalarticle.ukm.my/25761/
http://journalarticle.ukm.my/25761/1/37.pdf