GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs

This comprehensive review paper delves into the utilization of Glass Fiber-Reinforced Polymer (GFRP) composites within the realm of concrete column reinforcement, spotlighting the surge in structural engineering applications that leverage GFRP instead of traditional steel to circumvent the latter’s...

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محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Elkafrawy, Mohamed (author)
مؤلفون آخرون: Gowrishankar, Prathibha (author), Ghazal Aswad, Nour (author), Alashkar, Adnan (author), Khalil, Ahmed (author), AlHamaydeh, Mohammad (author), Hawileh, Rami (author)
التنسيق: article
منشور في: 2024
الموضوعات:
الوصول للمادة أونلاين:https://hdl.handle.net/11073/32558
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_version_ 1864513442430320640
author Elkafrawy, Mohamed
author2 Gowrishankar, Prathibha
Ghazal Aswad, Nour
Alashkar, Adnan
Khalil, Ahmed
AlHamaydeh, Mohammad
Hawileh, Rami
author2_role author
author
author
author
author
author
author_facet Elkafrawy, Mohamed
Gowrishankar, Prathibha
Ghazal Aswad, Nour
Alashkar, Adnan
Khalil, Ahmed
AlHamaydeh, Mohammad
Hawileh, Rami
author_role author
dc.creator.none.fl_str_mv Elkafrawy, Mohamed
Gowrishankar, Prathibha
Ghazal Aswad, Nour
Alashkar, Adnan
Khalil, Ahmed
AlHamaydeh, Mohammad
Hawileh, Rami
dc.date.none.fl_str_mv 2024-09-30
2025-12-11T07:47:14Z
2025-12-11T07:47:14Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv Elkafrawy, M., Gowrishankar, P., Aswad, N. G., Alashkar, A., Khalil, A., AlHamaydeh, M., & Hawileh, R. (2024). GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs. Buildings, 14(10), 3131. https://doi.org/10.3390/buildings14103131
2075-5309
https://hdl.handle.net/11073/32558
10.3390/buildings14103131
dc.language.none.fl_str_mv en
dc.publisher.none.fl_str_mv MDPI
dc.relation.none.fl_str_mv https://doi.org/10.3390/buildings14103131
dc.rights.none.fl_str_mv Attribution 4.0 International
http://creativecommons.org/licenses/by/4.0/
dc.subject.none.fl_str_mv Columns
Compression
Glass Fiber-Reinforced Polymer (GFRP)
Reinforced Concrete (RC)
Structural Behavior
dc.title.none.fl_str_mv GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs
dc.type.none.fl_str_mv Peer-Reviewed
Published version
info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/article
description This comprehensive review paper delves into the utilization of Glass Fiber-Reinforced Polymer (GFRP) composites within the realm of concrete column reinforcement, spotlighting the surge in structural engineering applications that leverage GFRP instead of traditional steel to circumvent the latter’s corrosion issues. Despite a significant corpus of research on GFRP-reinforced structural members, questions about their compression behavior persist, making it a focal area of this review. This study evaluates the properties of GFRP bars and their impact on the structural behavior of concrete columns, addressing variables such as concrete type and strength, cross-sectional geometry, slenderness ratio, and reinforcement specifics under varied loading protocols. With a dataset spanning over 250 publications from 1988 to 2024, our findings reveal a marked increase in research interest, particularly in regions like China, Canada, and the United States, highlighting GFRP’s potential as a cost-effective and durable alternative to steel. However, gaps in current knowledge, especially concerning Ultra-High-Performance Concrete (UHPC) reinforced with GFRP, underscore the necessity for targeted research. Additionally, the contribution of GFRP rebars to compressive column capacity ranges from 5% to 40%, but current design codes and standards underestimate this, necessitating new models and design provisions that accurately reflect GFRP’s compressive behavior. Moreover, this review identifies other critical areas for future exploration, including the influence of cross-sectional geometry on structural behavior, the application of GFRP in seismic resistance, and the evaluation of the size effect on column strength. Furthermore, the paper calls for advanced studies on the long-term durability of GFRP-reinforced structures under various environmental conditions, environmental and economic impacts of GFRP usage, and the potential of Artificial Intelligence (AI) and Machine Learning (ML) in predicting the performance of GFRP-reinforced columns. Addressing these research gaps is crucial for developing more resilient and sustainable concrete structures, particularly in seismic zones and harsh environmental conditions, and fostering advancements in structural engineering through the adoption of innovative, efficient construction practices.
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identifier_str_mv Elkafrawy, M., Gowrishankar, P., Aswad, N. G., Alashkar, A., Khalil, A., AlHamaydeh, M., & Hawileh, R. (2024). GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs. Buildings, 14(10), 3131. https://doi.org/10.3390/buildings14103131
2075-5309
10.3390/buildings14103131
language_invalid_str_mv en
network_acronym_str aus
network_name_str aus
oai_identifier_str oai:repository.aus.edu:11073/32558
publishDate 2024
publisher.none.fl_str_mv MDPI
repository.mail.fl_str_mv
repository.name.fl_str_mv
repository_id_str
rights_invalid_str_mv Attribution 4.0 International
http://creativecommons.org/licenses/by/4.0/
spelling GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research NeedsElkafrawy, MohamedGowrishankar, PrathibhaGhazal Aswad, NourAlashkar, AdnanKhalil, AhmedAlHamaydeh, MohammadHawileh, RamiColumnsCompressionGlass Fiber-Reinforced Polymer (GFRP)Reinforced Concrete (RC)Structural BehaviorThis comprehensive review paper delves into the utilization of Glass Fiber-Reinforced Polymer (GFRP) composites within the realm of concrete column reinforcement, spotlighting the surge in structural engineering applications that leverage GFRP instead of traditional steel to circumvent the latter’s corrosion issues. Despite a significant corpus of research on GFRP-reinforced structural members, questions about their compression behavior persist, making it a focal area of this review. This study evaluates the properties of GFRP bars and their impact on the structural behavior of concrete columns, addressing variables such as concrete type and strength, cross-sectional geometry, slenderness ratio, and reinforcement specifics under varied loading protocols. With a dataset spanning over 250 publications from 1988 to 2024, our findings reveal a marked increase in research interest, particularly in regions like China, Canada, and the United States, highlighting GFRP’s potential as a cost-effective and durable alternative to steel. However, gaps in current knowledge, especially concerning Ultra-High-Performance Concrete (UHPC) reinforced with GFRP, underscore the necessity for targeted research. Additionally, the contribution of GFRP rebars to compressive column capacity ranges from 5% to 40%, but current design codes and standards underestimate this, necessitating new models and design provisions that accurately reflect GFRP’s compressive behavior. Moreover, this review identifies other critical areas for future exploration, including the influence of cross-sectional geometry on structural behavior, the application of GFRP in seismic resistance, and the evaluation of the size effect on column strength. Furthermore, the paper calls for advanced studies on the long-term durability of GFRP-reinforced structures under various environmental conditions, environmental and economic impacts of GFRP usage, and the potential of Artificial Intelligence (AI) and Machine Learning (ML) in predicting the performance of GFRP-reinforced columns. Addressing these research gaps is crucial for developing more resilient and sustainable concrete structures, particularly in seismic zones and harsh environmental conditions, and fostering advancements in structural engineering through the adoption of innovative, efficient construction practices.American University of SharjahMDPI2025-12-11T07:47:14Z2025-12-11T07:47:14Z2024-09-30Peer-ReviewedPublished versioninfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfElkafrawy, M., Gowrishankar, P., Aswad, N. G., Alashkar, A., Khalil, A., AlHamaydeh, M., & Hawileh, R. (2024). GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs. Buildings, 14(10), 3131. https://doi.org/10.3390/buildings141031312075-5309https://hdl.handle.net/11073/3255810.3390/buildings14103131enhttps://doi.org/10.3390/buildings14103131Attribution 4.0 Internationalhttp://creativecommons.org/licenses/by/4.0/oai:repository.aus.edu:11073/325582025-12-11T11:47:50Z
spellingShingle GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs
Elkafrawy, Mohamed
Columns
Compression
Glass Fiber-Reinforced Polymer (GFRP)
Reinforced Concrete (RC)
Structural Behavior
status_str publishedVersion
title GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs
title_full GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs
title_fullStr GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs
title_full_unstemmed GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs
title_short GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs
title_sort GFRP-Reinforced Concrete Columns: State-of-the-Art, Behavior, and Research Needs
topic Columns
Compression
Glass Fiber-Reinforced Polymer (GFRP)
Reinforced Concrete (RC)
Structural Behavior
url https://hdl.handle.net/11073/32558