Modelling flexural performance of hollow pultruded FRP profiles

Alhawamdeh, Mohammad and Alajarmeh, Omar and Aravinthan, Thiru and Shelley, Tristan ORCID: https://orcid.org/0000-0002-4812-0285 and Schubel, Peter and Mohammad, Ali and Zeng, Xuesen (2021) Modelling flexural performance of hollow pultruded FRP profiles. Composite Structures, 276:114553. ISSN 0263-8223

[img]
Preview
Text (Submitted Version)
Modelling_Flexural_Hollow PFRP_Profiles-Revised-Final.pdf

Download (3MB) | Preview

Abstract

Hollow Pultruded Fibre-Reinforced Polymer (PFRP) profiles, as novel construction material, require further development of design tool to broaden the applications. This paper proposes a combined experimental and numerical methodology as a design tool to investigate the failure modes of these profiles under four-point bending. Two different profiles, each with 10 samples, were tested until failure and were used to validate the numerical model. A finite element model was built based on a fast-convergence incremental approach that suits flexural loading and reduces the computational cost. The validated model was used to study the failure sequence thoroughly and perform an extensive parametric study on the design parameters. Each geometric parameter was studied individually first to determine the relevant levels for each parameter in the full factorial study. A full factorial design of experiment was used to capture the critical parametric interactions with over 81 numerical models. The design rules and recommendation were established for the optimal flexural behaviour of hollow box PFRP profiles to withstand local buckling of the top flange.


Statistics for USQ ePrint 43420
Statistics for this ePrint Item
Item Type: Article (Commonwealth Reporting Category C)
Refereed: Yes
Item Status: Live Archive
Additional Information: Submitted Version deposited in accordance with the copyright policy of the publisher.
Faculty/School / Institute/Centre: Current - Institute for Advanced Engineering and Space Sciences - Centre for Future Materials (1 Jan 2017 -)
Faculty/School / Institute/Centre: Current - Faculty of Health, Engineering and Sciences - School of Civil Engineering and Surveying (1 Jul 2013 -)
Date Deposited: 24 Aug 2021 07:44
Last Modified: 24 Aug 2021 07:44
Uncontrolled Keywords: hollow GFRP profiles, finite element analysis, local buckling, flexural failure
Fields of Research (2008): 09 Engineering > 0905 Civil Engineering > 090503 Construction Materials
09 Engineering > 0905 Civil Engineering > 090506 Structural 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 > 4016 Materials engineering > 401602 Composite and hybrid materials
40 ENGINEERING > 4005 Civil engineering > 400505 Construction materials
Socio-Economic Objectives (2008): E Expanding Knowledge > 97 Expanding Knowledge > 970109 Expanding Knowledge in Engineering
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 > 120201 Civil construction design
12 CONSTRUCTION > 1203 Construction materials performance and processes > 120302 Glass materials
Funding Details:
Identification Number or DOI: https://doi.org/10.1016/j.compstruct.2021.114553
URI: http://eprints.usq.edu.au/id/eprint/43420

Actions (login required)

View Item Archive Repository Staff Only