TECHNICAL PAPERS
Jan 1, 2001

Influence of Fiber Undulations on Buckling of Thin Filament-Wound Cylinders in Axial Compression

Publication: Journal of Aerospace Engineering
Volume 14, Issue 1

Abstract

The filament-winding process introduces inherent geometric defects into thin-shell cylinders in the form of fiber-bundle, or tow, crossovers. This research identified the micromechanical geometry in the fiber crossover regions of filament-wound cylinders. A stiffness model was developed for the crossover regions based on a modified classical lamination theory. The local stiffness-coupling values predicted by this model were incorporated into a global finite-element model of thin-shell, filament-wound cylinders. Eigenvalue buckling analyses performed using this enhanced finite-element model are compared to eigenvalue analyses performed without incorporating the influence of the stiffness couplings at the fiber crossover regions. Experiments were carried out in which 16 filament-wound cylinders with four different surface patterns were fabricated and tested. The results showed that the accuracy of a finite-element analysis improved significantly when the stiffness coupling effects due to fiber undulations were properly accounted for in the analytical model.

Get full access to this article

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

References

1.
ABAQUS user's manual, version 4.8. (1990). Hibbit-Karlson-Sorensen Inc., Pawtucket, R.I.
2.
Brzenchek, D. ( 1992). “Tensile fatigue of a composite laminate with embedded optical fibers.” MS thesis, Dept. of Aerosp. Engrg., Pennsylvania State University, University Park, Pa.
3.
Card, M. F. ( 1966). “Experiments to determine the strength of filament-wound cylinders loaded in axial cmpression.” NASA TN D-3522, National Aeronautics and Space Administration (NASA), Washington, D.C.
4.
Cheng, S., and Hou, B. P. C. ( 1963). “Stability of heterogeneous aeolotropic cylindrical shells under combined loading.” AIAA J., 1(4), 892–898.
5.
Chou, T. W., and Ishikawa, T. ( 1989). “Analysis and modeling of 2-dimensional fabric composites, textile structural composites.” Textile structural composites, T. W. Chou and F. Ko, eds., Elsevier Science, New York.
6.
Claus, S. J. ( 1992). “The effects of winding pattern on the compressive behavior of filament-wound cylinders.” ASC Proc., 7th Tech. Conf. on Compos. Mat., Dayton, Ohio, 258–265.
7.
Cory, J. C., Jr. ( 1992). “Monitoring vibrations in composites using structurally integrated fiber-optic strain sensors.” MS thesis, Dept. of Aerosp. Engrg., Pennsylvania State University, University Park, Pa.
8.
Hipp, P. A. ( 1991). “Influence of intrinsic imperfections on the compression of filament-wound cylinders.” MS thesis, Dept. of Aerosp. Engrg., Pennsylvania State University, University Park, Pa.
9.
Hipp, P. A., and Jensen, D. W. ( 1992). “Design and analysis of filament-wound cylinders in compression.” Proc., 33rd AIAA/ASME/ASCE/AHS/ASC Struct., Struct. Dyn. and Mat. Conf., AIAA, Reston, Va., 2442–2452.
10.
Hirano, Y. ( 1979). “Buckling of angle-ply laminated circular cylindrical shells.” J. Appl. Mech., 46, 233–234.
11.
Jensen, D. W., and Pai, S. P. ( 1993). “Influence of local fiber undulations on the global buckling behavior of filament-wound cylinders.” J. Reinforced Compos., 12(8), 865–875.
12.
Jones, R. M., and Morgan, H. S. ( 1975). “Buckling and vibration of cross-ply laminated circular cylindrical shells.” AIAA J., 13(5), 664–671.
13.
Kapania, R. K. ( 1988). “Analysis of laminated shells. Recent advances in the macro- and micro-mechanics of composite material structures.” Proc., Winter Annu. Meeting of Am. Soc. of Mech. Engrs., ASME, New York, 177–187.
14.
Khot, N. S. ( 1970). “Buckling and postbuckling behavior of composite cylindrical shells under axial compression.” AIAA J., 8(2), 229–235.
15.
Pascual, J. ( 1991). “Uniaxial mechanical performance of smart composite structures with embedded optical fibers.” MS thesis, Dept. of Aerosp. Engrg., Pennsylvania State University, University Park, Pa.
16.
Sheinman, I., and Simitses, G. J. ( 1983). “Buckling and post buckling of imperfect cylindrical shells under axial compression.” Comp. and Struct., 17, 277–282.
17.
Singer, J. ( 1982). “Buckling experiments on shells—A review of recent developments.” Solid Mech. Archives, 7, 213–313.
18.
Tasi, J., Feldman, A., and Stang, D. A. ( 1965). “The buckling strength of filament-wound cylinders loaded in axial compression.” NASA CR-266, National Aeronautics and Space Administration (NASA), Washington, D.C.
19.
Tennyson, R. C. ( 1975). “Buckling of laminated composite cylinders: A review.” Compos., 6(1), 17–24.
20.
Uemura, M., and Kasuya, H. ( 1982). “Coupling effects on axial compressive buckling of laminated composite cylindrical shells.” Progress in science and engineering of composites, ICCM-IV, T. Hayasi, K. Kawata, and S. Umekawa, eds., Tokyo, 583–590.

Information & Authors

Information

Published In

Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 14Issue 1January 2001
Pages: 12 - 20

History

Received: Aug 10, 2000
Published online: Jan 1, 2001
Published in print: Jan 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Member, ASCE
Tech. Specialist, Case Corp., Burr Ridge, IL 60521.
Prof. and Dir., Ctr. for Advanced Struct. Compos., Brigham Young Univ., 368 CB, Box 24066, Provo, UT 84602.

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