2006
DOI: 10.1177/0731684406062065
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Buckling Analysis of Laminated Composite Circular Plates with Holes

Abstract: In this study, buckling analysis of laminated composite circular plates having circular holes and subjected to uniform radial load is investigated by using the finite element method. The effects of hole sizes, location of the holes, thickness variations and boundary conditions on the critical buckling load, and the buckling mode shapes of the composite plates are determined. Eight node isoparametric shell elements with 24 degrees of freedom are used during the investigation.KEY WORDS: composite circular plate,… Show more

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Cited by 13 publications
(7 citation statements)
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“…This aim was modeled by Al Qablan and Hazim Dwairi through Eigen-buckling analysis that is performed for the laminated composite plates which take into consideration higher-order shear deformation theory, through the use of the finite element package named Abaqus et al [6] and Vandenbrink and Kamat [23] They also found that the buckling load of composite plates with large holes begin to increase above that of the corresponding solid plate for fiber orientation angle of 60°. While experimentally, compression tests were performed on to 16 fiber-glass laminated plates with and without circular cut-outs Nomenclature q density (g/cm 3 ) m Poisson's ratio E 11 Young's Modulus in x direction (Pa) E 22 Young's Modulus in y direction (Pa) E 33…”
Section: Materials Selection and Specimen Fabricationmentioning
confidence: 99%
See 1 more Smart Citation
“…This aim was modeled by Al Qablan and Hazim Dwairi through Eigen-buckling analysis that is performed for the laminated composite plates which take into consideration higher-order shear deformation theory, through the use of the finite element package named Abaqus et al [6] and Vandenbrink and Kamat [23] They also found that the buckling load of composite plates with large holes begin to increase above that of the corresponding solid plate for fiber orientation angle of 60°. While experimentally, compression tests were performed on to 16 fiber-glass laminated plates with and without circular cut-outs Nomenclature q density (g/cm 3 ) m Poisson's ratio E 11 Young's Modulus in x direction (Pa) E 22 Young's Modulus in y direction (Pa) E 33…”
Section: Materials Selection and Specimen Fabricationmentioning
confidence: 99%
“…Also, an increase of the length/thickness ratio of 50% increases the buckling load in the range of 75%. Hu and Lin [21] they also presented an optimization scheme with respect to fiber orientation for the buckling load of symmetrically laminated plates with central holes Baltaci et al [22] analyzed laminated circular plates with circular holes using finite element analysis. They concluded that the critical buckling load decreases as the hole gets closer to the plate center.…”
Section: Introductionmentioning
confidence: 98%
“…Akbulut and Sayman 9 analyzed the buckling behavior of rectangular composite laminates containing a central square hole, and they also used the finite element method for analysis of critical buckling load. Baltaci et al 10 studied the buckling behavior of laminated circular plates containing circular holes and they also used the finite element method. Kong et al 11 investigated the buckling and post-buckling characteristics of composite plates containing a hole using numerical and experimental methods.…”
Section: Introductionmentioning
confidence: 99%
“…buckling and post-buckling behaviour of thick plates under uniaxial and biaxial compressive loading. Laminated composite plates with geometrical discontinuities in the form of holes have been considered for buckling response analysis in the past few decades [2][3][4][5][6][7][8][9]. Baba and Baltaci [2] compared their numerical and experimental results for buckling analysis of laminated composite plates with central cutouts and found that the experimental value of buckling load was higher than numerical predicted load owing to the imperfection in the experimental test specimen.…”
Section: Introductionmentioning
confidence: 99%