Analytical model for CFRP confined masonry columns subjected to monotonic and cyclic compression
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110031033. Available under License Creative Commons Attribution Non-commercial No Derivatives 4.0. |
Description
Confinement of masonry columns using fibre reinforced polymer (FRP) composites have displayed to enhance the axial capacity and ductility. Although, mechanisms of FRP confined masonry column (CMC) subjected to monotonic compression loading with various configurations have been investigated and rational design rules were developed, the response of FRP-CMC under cyclic compression is not widely researched. Therefore, this paper presents an analytical stress-strain model for FRP-CMC subjected to cyclic compression based on the experimental data generated through a testing program. The experimental program has been executed in this research by testing twelve masonry columns confined with discontinuous FRP sheets subjected to monotonic and cyclic compression. The masonry columns were assembled with two varieties of masonry bricks and mortars. The data from the testing of discontinuously CMCs and previous experimental program involving twenty-four continuously CMCs were employed to analytically predict the cyclic compression characteristics. The testing results of discontinuously CMCs subjected to axial monotonic and cyclic compression have shown that they are quite different in terms of their strength and deformability compared to continuously CMCs. The discontinuous FRP strengthening columns resulted in strength and ductility increments in the range of 100-150% and 60-80%, respectively. For the analytical model, the envelop curve, plastic strain, stress deteriorations in cycles, unloading and reloading segments of the proposed stress-strain model have been verified against the experimental data. It has been shown that the suggested analytical model is capable of describing the cyclic axial stress-strain characteristics of FRP-CMCs.
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ID Code: | 230835 | ||||
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Item Type: | Contribution to Journal (Journal Article) | ||||
Refereed: | Yes | ||||
ORCID iD: |
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Additional Information: | Acknowledgements: This research was funded by the South Eastern University of Sri Lanka, grant number SEU/ASA/RG/2019/02. The assistances given by the laboratory technical staff members in the Department of Civil Engineering, South Eastern University to execute the experiments are acknowledged. | ||||
Measurements or Duration: | 13 pages | ||||
DOI: | 10.1016/j.compstruct.2022.115696 | ||||
ISSN: | 0263-8223 | ||||
Pure ID: | 110031033 | ||||
Divisions: | Current > Research Centres > Centre for Materials Science Current > QUT Faculties and Divisions > Faculty of Science Current > QUT Faculties and Divisions > Faculty of Engineering Current > Schools > School of Civil & Environmental Engineering |
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Copyright Owner: | 2022 Elsevier Ltd. | ||||
Copyright Statement: | This work is covered by copyright. Unless the document is being made available under a Creative Commons Licence, you must assume that re-use is limited to personal use and that permission from the copyright owner must be obtained for all other uses. If the document is available under a Creative Commons License (or other specified license) then refer to the Licence for details of permitted re-use. It is a condition of access that users recognise and abide by the legal requirements associated with these rights. If you believe that this work infringes copyright please provide details by email to qut.copyright@qut.edu.au | ||||
Deposited On: | 17 May 2022 02:36 | ||||
Last Modified: | 01 Mar 2024 04:08 |
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