A comprehensive study on the buckling behaviour of woven composite plates with major aerospace cutouts under uniaxial loading

Authors

  • S. B. Rayhan Institute of Flight Vehicle Engineering, Nanchang Hangkong University 696 South Fenghe Avenue, Nanchang, China

DOI:

https://doi.org/10.15282/jmes.13.2.2019.01.0398

Keywords:

Finite element method, E-glass composite plate, cutout, critical buckling

Abstract

Current research paper presents a comprehensive study based on Finite Element Method (FEM) to understand the effect of cutout shape and area on the buckling behaviour of E-glass composite plates. Considered plate has a dimension of 150 mm × 75mm × 3mm where loading edges are simple supported (shorter side) and other two edges are free. Major aerospace cutout shapes i.e. circular, square, elliptical (horizontal and vertical) and diamond are studied to understand their effect on plates’ critical buckling load. FE code Ansys is adopted to investigate the case studies. A limited number of experimental tests are also carried out in order to validate the FE code results. Overall, a good agreement between experimental and FE code results are found. From finite element analyses, it is found that for any cutout shape, as the cutout area increases, buckling load decreases significantly. Moreover, increasing the plate thickness by 0.5 mm can raise the buckling load up to 50%. More importantly, fibre orientation angle has most significant effect on the critical buckling load of plates where fibre orientation aligned with loading direction can increase the plates’ critical buckling load from 2.6 to 2.8 times than aligned with 900.

References

Shanmugam N, Thevendran V, Tan Y. Design formula for axially compressed perforated plates. Thin-Walled Structures. 1999;34(1):1-20.

Oterkus E, Barut A, Madenci E. Buckling of Composite Plates with a Reinforced Circular Cutout Subjected to Uniform and Non-Uniform Compression. 45th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics & Materials Conference. 2004.

Ovesy H, Fazilati J. Buckling and free vibration finite strip analysis of composite plates with cutout based on two different modeling approaches. Composite Structures. 2012;94(3):1250-1258.

Gong L. Onset and Post Buckling of Pipe-in-Pipe’s Helical Buckling Using Improved Energy Method. Proceedings of the 37th International Conference on Ocean, Offshore and Arctic Engineering. 2018.

Milazzo A, Benedetti I, Gulizzi V. An extended Ritz formulation for buckling and post-buckling analysis of cracked multilayered plates. Composite Structures 2018;201:980-994.

Jain P, Kumar A. Postbuckling response of square laminates with a central circular/elliptical cutout. Composite Structures. 2004;65(2):179-185.

Onkar A, Upadhyay C, Yadav D. Stochastic Buckling Analysis of Laminated Plates Under Shear and Compression. AIAA Journal. 2007;45(8):2005-2014.

Ghannadpour S, Najafi A, Mohammadi B. On the buckling behavior of cross-ply laminated composite plates due to circular/elliptical cutouts. Composite Structures. 2006;75(1-4):3-6.

Kumar D, Singh S. Effects of boundary conditions on buckling and postbuckling responses of composite laminate with various shaped cutouts. Composite Structures. 2010;92(3):769-779.

Rajanna T, Banerjee S, Desai Y, Prabhakara D. Effect of boundary conditions and non-uniform edge loads on buckling characteristics of laminated composite panels with and without cutout. International Journal for Computational Methods in Engineering Science and Mechanics. 2017;18(1):64-76.

Yazici M, Ozcan R, Ulku S, Okur I. Buckling of Composite Plates with U-Shaped Cutouts. Journal of Composite Materials. 2003;37(24):2179-2195.

Baba B. Buckling Response of Rectangular Laminated Composite Plates with Cutouts. Science and Engineering of Composite Materials. 2007;14(1).

Aktas M, Balcioglu H. Buckling behavior of pultruded composite beams with circular cutouts. Steel and Composite Structures. 2014;17(4):359-370.

Tercan M, Aktaş M. Buckling behavior of 1×1 rib knitting laminated plates with cutouts. Composite Structures. 2009;89(2):245-252.

Guo S, Zhou L, Cheung C. Cutout reinforcements for shear loaded laminate and sandwich composite panels. International Journal of Mechanics and Materials in Design. 2007;4(2):157-171.

Lopes C, Gürdal Z, Camanho P. Tailoring for strength of composite steered-fibre panels with cutouts. Composites Part A: Applied Science and Manufacturing. 2010;41(12):1760-1767.

Guo S, Li D, Zhang X, Xiang J. Buckling and post-buckling of a composite C-section with cutout and flange reinforcement. Composites Part B: Engineering. 2014;60:119-124.

Kim J, Jeon J, Park J, Seo H, Ahn H, Lee J. Effect of reinforcement on buckling and ultimate strength of perforated plates. International Journal of Mechanical Sciences. 2015;92:194-205.

Singh S, Kumar D. Cutout shape and size effects on response of quasi-isotropic composite laminate under uni-axial compression. Structural Engineering and Mechanics. 2010;35(3):335-348.

Singh S, Kulkarni K, Pandey R, Singh H. Buckling analysis of thin rectangular plates with cutouts subjected to partial edge compression using FEM. Journal of Engineering, Design and Technology. 2012;10(1):128-142.

Rajanna T, Banerjee S, Desai Y, Prabhakara D. Vibration and buckling analyses of laminated panels with and without cutouts under compressive and tensile edge loads. Steel and Composite Structures. 2016;21(1):37-55.

Aydin Komur M, Sonmez M. Elastic buckling of rectangular plates under linearly varying in-plane normal load with a circular cutout. Mechanical Research Communication 2008;35(6):361-371.

Mohtaram Y, Kahnamouei J, Shariati M, Behjat B. Experimental and numerical investigation of buckling in rectangular steel plates with groove-shaped cutouts. Journal of Zhejiang University SCIENCE A. 2012;13(6):469-480.

Narayana A, Rao K, Kumar R. Effect of location of cutout and plate aspect ratio on buckling strength of rectangular composite plate with square/rectangular cutout subjected to various linearly varying in-plane loading using FEM. International Journal of Mechanics. 2013;7(4):508-517.

Erkliğ A, Yeter E. The effects of cutouts on buckling behavior of composite plates. Science and Engineering of Composite Materials. 2012;19(3).

Erkliğ A, Yeter E, Bulut M. The effects of cut-outs on lateral buckling behavior of laminated composite beams. Composite Structures. 2013;104:54-59.

Shariati M, Faradjian Y, Mehrabi H. Numerical and Experimental Study of Buckling of Rectangular Steel Plates with a Cutout. Journal of Solid Mechanics, 2016;8(1):116-129.

Li X, Gao W, Liu W. The bearing behavior and failure characteristic of CFRP laminate with cutout under shearing load: Part I. Experiments. Composite Structures. 2016;141:355-365.

Li X, Gao W, Liu W. The bearing behavior and failure characteristic of CFRP laminate with cutout under shearing load: Part II. Numerical simulations. Composite Structures. 2016;141:366-374.

Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials. West Conshohocken, Pa.: ASTM International; 2014.

Buskell N, Davies G, Stevens K. Postbuckling Failure of Composite Panels. Composite Structures. 1985;3:290-314.

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Published

2019-06-28

How to Cite

[1]
S. B. Rayhan, “A comprehensive study on the buckling behaviour of woven composite plates with major aerospace cutouts under uniaxial loading”, J. Mech. Eng. Sci., vol. 13, no. 2, pp. 4756–4776, Jun. 2019.