Loading…

Biaxial and shear buckling of laminated composite elliptic paraboloids with cutouts and concentrated mass

•A new FE model developed by authors is used to study biaxial and shear buckling analysis of laminated elliptic paraboloids.•There is no result of the buckling analysis of laminated composite elliptic paraboloids with cutouts and concentrated mass.•The parabolic variation of transverse shear strain...

Full description

Saved in:
Bibliographic Details
Published in:Mechanics research communications 2018-12, Vol.94, p.80-87
Main Authors: Chaubey, Abhay K., Prakash, Chandra, Kumar, Ajay
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:•A new FE model developed by authors is used to study biaxial and shear buckling analysis of laminated elliptic paraboloids.•There is no result of the buckling analysis of laminated composite elliptic paraboloids with cutouts and concentrated mass.•The parabolic variation of transverse shear strain is considered hence no shear correction factor is required.•A C° FE coding in FORTRAN is developed to generate many new results for different parameters.•Many new results are presented in this paper which may be useful for further research. The buckling of laminated elliptic paraboloids with cutouts and concentrated mass subjected to the in-plane bi-axial and the shear load is investigated for various boundary conditions using present mathematical model. Transverse shear stresses are represented by a parabolic function across the thickness and the cross curvature effect is also included via strain relations. The transverse shear stresses free condition at the shell top and bottom surfaces are also satisfied. In this mathematical model having a realistic parabolic distribution of transverse shear strains across the thickness of shell requires unknown parameters only at the reference plane. For generality in the present analysis, nine node curved isoparametric element is used. So far, no solution exists in the literature for dual axis buckling problem of laminated composite elliptic paraboloids with cutouts and concentrated mass. As no result is available for the present problem, the present model is compared with suitable published results and then it is extended to analyze bi-axial and shear buckling of laminated composite elliptic paraboloids. A C° finite element (FE) coding in FORTRAN is developed to generate many new results for different boundary conditions, lamination schemes etc.
ISSN:0093-6413
1873-3972
DOI:10.1016/j.mechrescom.2018.09.008