Development of a unified design buckling curve for fibre reinforced polymer plates subjected to in-plane uniaxial and uniform compression
Presented are 24 non-dimensional buckling curves to estimate the strengths of Fibre-Reinforced Polymer (FRP) square plates having four simply supported edges and subjected to in-plane uniaxial and uniform in-plane compression. The curves are constructed by the authors from a parametric numerical ana...
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| Veröffentlicht in: | Thin-walled structures Jg. 183; S. 110346 |
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| Sprache: | Englisch |
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01.02.2023
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| ISSN: | 0263-8231 |
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| Abstract | Presented are 24 non-dimensional buckling curves to estimate the strengths of Fibre-Reinforced Polymer (FRP) square plates having four simply supported edges and subjected to in-plane uniaxial and uniform in-plane compression. The curves are constructed by the authors from a parametric numerical analysis using ABAQUS® software with changing variables for: material properties; initial geometrical imperfections; laminate lay-ups; and plate thicknesses. These strength curves express relationships for the buckling reduction factor with plate slenderness, and account for post-buckling strength. We observe that regardless of the laminate lay-up (except for purely unidirectional), the choice of FRP material and the magnitude of the initial geometrical imperfection the predicted buckling reduction factors display a meaningful correlation with plate slenderness. Presented is a proposed unified buckling design curve, defined as the lower bound to 18 of the 24 ABAQUS®-generated buckling curves. This new curve is benchmarked by the authors against experimental test results extracted from the literature and it is found that there is a reasonable agreement. The authors recommend that the proposed buckling design curve has the potential to be introduced into structural design standards as a procedure to design the buckling strengths of FRP plates. |
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| AbstractList | Presented are 24 non-dimensional buckling curves to estimate the strengths of Fibre-Reinforced Polymer (FRP) square plates having four simply supported edges and subjected to in-plane uniaxial and uniform in-plane compression. The curves are constructed by the authors from a parametric numerical analysis using ABAQUS® software with changing variables for: material properties; initial geometrical imperfections; laminate lay-ups; and plate thicknesses. These strength curves express relationships for the buckling reduction factor with plate slenderness, and account for post-buckling strength. We observe that regardless of the laminate lay-up (except for purely unidirectional), the choice of FRP material and the magnitude of the initial geometrical imperfection the predicted buckling reduction factors display a meaningful correlation with plate slenderness. Presented is a proposed unified buckling design curve, defined as the lower bound to 18 of the 24 ABAQUS®-generated buckling curves. This new curve is benchmarked by the authors against experimental test results extracted from the literature and it is found that there is a reasonable agreement. The authors recommend that the proposed buckling design curve has the potential to be introduced into structural design standards as a procedure to design the buckling strengths of FRP plates. |
| ArticleNumber | 110346 |
| Author | Olsson, Erik Al-Emrani, Mohammad Mottram, J. Toby Haghani, Reza |
| Author_xml | – sequence: 1 givenname: Erik surname: Olsson fullname: Olsson, Erik organization: Department of Architecture and Civil Engineering, Chalmers University of Technology, Sven Hultins gata 6, 41296, Gothenburg, Sweden – sequence: 2 givenname: J. Toby surname: Mottram fullname: Mottram, J. Toby organization: School of Engineering, The University of Warwick, Coventry, CV4 7AL, UK – sequence: 3 givenname: Mohammad surname: Al-Emrani fullname: Al-Emrani, Mohammad organization: Department of Architecture and Civil Engineering, Chalmers University of Technology, Sven Hultins gata 6, 41296, Gothenburg, Sweden – sequence: 4 givenname: Reza orcidid: 0000-0002-0547-7700 surname: Haghani fullname: Haghani, Reza email: reza.haghani@chalmers.se organization: Department of Architecture and Civil Engineering, Chalmers University of Technology, Sven Hultins gata 6, 41296, Gothenburg, Sweden |
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| Cites_doi | 10.1016/j.compositesb.2015.07.014 10.4028/www.scientific.net/AMR.831.115 10.1016/j.compositesb.2013.05.017 10.1016/S0263-8231(00)00038-0 10.1016/0010-4361(95)91382-F 10.1016/j.compstruct.2005.11.052 10.1177/002199837300700404 10.1016/j.proeng.2016.08.665 10.1016/0263-8223(91)90075-A 10.1115/1.3153664 10.1016/S0263-8231(00)00023-9 10.1177/0021998315615204 10.1016/S0263-8223(02)00233-7 10.1016/j.compositesb.2017.03.066 10.1177/0021998310377942 10.1016/j.compstruct.2012.06.005 10.1080/17445302.2010.528283 10.1016/S1359-8368(00)00031-7 10.1016/j.compstruct.2014.12.013 10.3390/infrastructures6090128 10.1016/j.conbuildmat.2013.09.036 10.1177/002199837000400205 10.1016/j.actaastro.2015.05.039 |
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| Keywords | Post-buckling Fibre reinforced polymer (FRP) Finite element analysis Buckling In-plane compression Plate |
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| Snippet | Presented are 24 non-dimensional buckling curves to estimate the strengths of Fibre-Reinforced Polymer (FRP) square plates having four simply supported edges... |
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| SubjectTerms | Buckling Fibre reinforced polymer (FRP) Finite element analysis In-plane compression Plate Post-buckling |
| Title | Development of a unified design buckling curve for fibre reinforced polymer plates subjected to in-plane uniaxial and uniform compression |
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