TECHNICAL PAPERS
Oct 1, 2000

Delamination Buckling and Growth in Rings under Pressure

Publication: Journal of Engineering Mechanics
Volume 126, Issue 10

Abstract

A delaminated composite ring under external pressure is studied to understand the effect of curvature on delamination buckling and growth. Examples with differing crack lengths and delamination locations were considered. In all cases, the delamination surfaces come in contact rather early in the loading history, no matter what the initial imperfections are assumed to be. Furthermore, the delaminated part never becomes separated from the main ring. The modes of buckling given by standard linear stability analysis do not play any role in the behavior. Strain energy release rates were computed with the objective of predicting possible crack growth. Because of the contact, total energy release rate is dominated by the shear mode. Because the critical values of energy release rates are generally much higher in the shear mode than in the opening mode, one may conclude that shells tend to be more delamination tolerant than plates in which the opening modes tend to dominate.

Get full access to this article

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

References

1.
ABAQUS/standard; version 5.8. (1999). Hibbitt, Karlsson and Sorensen, Inc.
2.
Fu, L., and Waas, A. M. ( 1995). “Response of thick composite rings under uniform external pressure.” Comp. and Struct., 31, 325–338.
3.
Kutlu, Z. S. ( 1991). “Compression response of laminated composite panels containing multiple delamination.” DSc thesis, Stanford University, Stanford, Calif.
4.
Marshall, J. G., and Moshaiov, A. ( 1990). “The buckling of delaminated rings subjected to hydrostatic pressure.” Comp. and Struct., 14, 193–211.
5.
Rybicki, E. F., and Kanninen, M. F. ( 1977). “A finite element calculation of stress intensity factors by a modified crack closure integral.” Engrg. Fracture Mech., 9, 931–938.
6.
Shahwan, K., and Waas, A. M. ( 1994). “Mechanical model for the buckling of unilaterally constrained rectangular plates.” Int. J. Solids and Struct., 131(1), 75–87.
7.
Shahwan, K., and Waas, A. M. ( 1997). “Non-self-similar decohesion of unilaterally constrained delaminations.” Proc., Royal Soc., London, 453, 515–550.
8.
Shahwan, K., and Waas, A. M. ( 1998). “Buckling of unilaterally constrained plates: Applications to study of delamination in layered structures.” J. Franklin Inst., 1335B(6), 1009–1039.
9.
Simites, G. J., and Chen, Z. Q. ( 1988). “Buckling delaminated long cylindrical panels under pressure.” Comp. and Struct., 28(2), 173–184.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 126Issue 10October 2000
Pages: 1033 - 1039

History

Received: Oct 7, 1999
Published online: Oct 1, 2000
Published in print: Oct 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Grad. Student, Mat. Program, Washington Univ., St. Louis, MO 63130.
Prof. of Civ. Engrg., Washington Univ., St. Louis, MO.

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