TECHNICAL PAPERS
Aug 1, 1999

Buckling Analysis of Angle-Ply Multilaminated Long Hollow Cylinders

Publication: Journal of Engineering Mechanics
Volume 125, Issue 8

Abstract

The buckling problem of angle-ply laminated long hollow cylinders under axial compression is investigated on the basis of 3D elasticity considerations. The study is based on a recursive and successive approximation method and the introduction of a periodic complex displacement field. By this approach, the composite cylinders may be composed of a number of anisotropic layers, each of which may have different material properties, thicknesses, and laminate profile. The eigenvalue problem, from which the buckling load is found, always has a dimension of 3 × 3, regardless of the number of the layers. The buckling of either symmetric or antisymmetric angle-ply laminated cylinders under axial compression is investigated through a parametric study. The results are presented in graphic form for cylinders having various thicknesses and layups.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Babich, I. Y., and Kilin, V. I. (1985). “Stability of three-layer orthotropic cylindrical shell under axial loading.” Sov. Appl. Mech., 21, 566–569.
2.
Dong, S. B., and Etitum, P. (1995). “Three-dimensional stability analysis of laminated anisotropic circular cylinders.” Int. J. Solids Struct., 32(8/9), 1211–1230.
3.
Kardomateas, G. A. (1993a). “Buckling of thick orthotropic cylindrical shells under external pressure.” J. Appl. Mech., 60, 195–202.
4.
Kardomateas, G. A. (1993b). “Stability loss in thick transversely isotropic cylindrical shells under axial compression.” J. Appl. Mech., 60, 507–513.
5.
Noor, A. K., and Peters, J. M. (1989). “Stress, vibration, and buckling of multilayered cylinders.”J. Struct. Engrg., ASCE, 115, 69–88.
6.
Noor, A. K., and Burton, W. S. (1991). “Assessment of computational models for multi-layered composite shells.” Appl. Mech. Rev., 43(4), 67–97.
7.
Simitses, G. J. (1986). “Buckling and postbuckling of imperfect cylindrical shells: A review.” Appl. Mech. Rev., 39, 1517–1524.
8.
Simitses, G. J. (1996). “Buckling of moderately thick laminated cylindrical shells: A review.” Composites Part B, 27B, 581–587.
9.
Soldatos, K. P., and Ye, J. Q. (1994). “Wave propagation in anisotropic laminated hollow cylinders of infinite extent.” J. Acoust. Soc. Am., 96(6), 3744–3752.
10.
Vinson, J. R., and Sierakowski, R. L. (1987). The behavior of structures composed of composite materials. Martinus Nijhoff, The Netherlands.
11.
Ye, J. Q., and Soldatos, K. P. (1994). “Three-dimensional vibrations of laminated cylinders and cylindrical panels with a symmetric or an antisymmetric cross-ply lay-up.” Compos. Engrg., 4, 429–444.
12.
Ye, J. Q., and Soldatos, K. P. (1995). “Three-dimensional buckling analysis of laminated composite hollow cylinders and cylindrical panels.” Int. J. Solids Struct., 32(13), 1949–1962.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 8August 1999
Pages: 964 - 969

History

Received: Apr 16, 1997
Published online: Aug 1, 1999
Published in print: Aug 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Jianqiao Ye
School of Civ. Engrg., Univ. of Leeds, Leeds, LS2 9JT, U.K.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share