Review on Local Buckling of Hollow Box FRP Profiles in Civil Structural Applications

Alhawamdeh, Mohammad and Alajarmeh, Omar ORCID: https://orcid.org/0000-0002-9446-5436 and Aravinthan, Thiru ORCID: https://orcid.org/0000-0003-0691-8296 and Shelley, Tristan ORCID: https://orcid.org/0000-0002-4812-0285 and Schubel, Peter and Mohammed, Ali and Zeng, Xuesen (2021) Review on Local Buckling of Hollow Box FRP Profiles in Civil Structural Applications. Polymers, 13 (23):4159. pp. 1-27.

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Abstract

Hollow box pultruded fibre-reinforced polymers (PFRP) profiles are increasingly used as struc-tural elements in many structural applications due to their cost-effective manufacturing process, excellent mechanical properties-to-weight ratios, and superior corrosion resistance. Despite the extensive usage of PFRP profiles, there is still a lack of knowledge in the design for manufacturing against local buckling on the structural level. In this review, the local buckling of open-section (I, C, Z, L, T shapes) and closed-section (box) FRP structural shapes was systematically compared. The local buckling is influenced by the unique stresses distribution of each section of the profile shapes. This article reviews the related design parameters to identify the research gaps in order to expand the current design standards and manuals of hollow box PFRP profiles and to broaden their ap-plications in civil structures. Unlike open-section profiles, it was found that local buckling can be avoided for box profiles if the geometric parameters are optimised. The identified research gaps include the effect of the corner (flange-web junction) radius on the local buckling of hollow box PFRP profiles and the interactions between the layup properties, the flange-web slenderness, and the corner geometry (inner and outer corner radii). More research is still needed to address the critical design parameters of layup and geometry controlling the local buckling of pulwound box FRP profiles and quantify their relative contribution and interactions. Considering these inter-actions can facilitate economic structural designs and guidelines for these profiles, eliminate any conservative assumptions, and update the current design charts and standards.


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Item Type: Article (Commonwealth Reporting Category C)
Refereed: Yes
Item Status: Live Archive
Additional Information: Copyright: © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/ 4.0/).
Faculty/School / Institute/Centre: Current - Institute for Advanced Engineering and Space Sciences - Centre for Future Materials (1 Jan 2017 -)
Faculty/School / Institute/Centre: Historic - Faculty of Health, Engineering and Sciences - School of Civil Engineering and Surveying (1 Jul 2013 - 31 Dec 2021)
Date Deposited: 16 Jan 2022 23:11
Last Modified: 18 Mar 2022 12:51
Uncontrolled Keywords: pultruded FRP profiles; local buckling; wall slenderness; cross-sectional aspect ratio; corner geometry; layup properties
Fields of Research (2008): 09 Engineering > 0905 Civil Engineering > 090503 Construction Materials
09 Engineering > 0905 Civil Engineering > 090502 Construction Engineering
09 Engineering > 0912 Materials Engineering > 091202 Composite and Hybrid Materials
Fields of Research (2020): 40 ENGINEERING > 4005 Civil engineering > 400510 Structural engineering
40 ENGINEERING > 4005 Civil engineering > 400505 Construction materials
40 ENGINEERING > 4016 Materials engineering > 401606 Glass
Socio-Economic Objectives (2008): B Economic Development > 87 Construction > 8702 Construction Design > 870201 Civil Construction Design
B Economic Development > 87 Construction > 8703 Construction Materials Performance and Processes > 870302 Metals (e.g. Composites, Coatings, Bonding)
B Economic Development > 86 Manufacturing > 8610 Ceramics, Glass and Industrial Mineral Products > 861005 Structural Glass and Glass Products
Socio-Economic Objectives (2020): 12 CONSTRUCTION > 1202 Construction design > 120203 Industrial construction design
12 CONSTRUCTION > 1202 Construction design > 120201 Civil construction design
12 CONSTRUCTION > 1203 Construction materials performance and processes > 120302 Glass materials
Identification Number or DOI: https://doi.org/10.3390/polym13234159
URI: http://eprints.usq.edu.au/id/eprint/45463

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