TECHNICAL PAPERS
Oct 1, 1997

Curved Sandwich Panels Subjected to Temperature Gradient and Mechanical Loads

Publication: Journal of Aerospace Engineering
Volume 10, Issue 4

Abstract

The results of a detailed study of the nonlinear response of curved sandwich panels with composite face sheets, subjected to a temperature gradient through the thickness combined with mechanical loadings, are presented. The analysis is based on a first-order shear-deformation Sanders-Budiansky-type theory, including the effects of large displacements, moderate rotations, transverse shear deformation, and laminated anisotropic material behavior. A mixed formulation is used with the fundamental unknowns consisting of the generalized displacements and the stress resultants of the panel. The nonlinear displacements, strain energy, principal strains, transverse shear stresses, transverse shear strain energy density, and their hierarchical sensitivity coefficients are evaluated. The hierarchical sensitivity coefficients measure the sensitivity of the nonlinear response to variations in the panel parameters, the effective properties of the face sheet layers and the core, and the micromechanical parameters. Numerical results are presented for cylindrical panels subjected to combined pressure loading, edge shortening or extension, edge shear, and a temperature gradient through the thickness. The results show the effects of variations in the loading and the panel aspect ratio, on the nonlinear response, and its sensitivity to changes in the various panel, effective layer, and micromechanical parameters.

Get full access to this article

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

References

1.
Aboudi, J. (1991). Mechanics of composite materials: a unified micromechanical approach. Elsevier Science Publishers BV, Amsterdam, The Netherlands.
2.
Bert, C. W. (1975). “Analysis of plates.” Vol. 7—Structural design and analysis, part I, C. C. Chamis (ed.), Composite Materials, Academic Press, Inc., New York, 149–206.
3.
Bert, C. W. (1995). “Shear deformation and sandwich configuration.”Buckling and postbuckling of composite plates, G. J. Turvey and I. H. Marshall, eds., Chapman & Hall, Ltd., London, 157–189.
4.
Burton, W. S., and Noor, A. K.(1977). “Assessment of continuum models for sandwich panel honeycomb cores.”Computer Methods in Appl. Mech. and Engrg., 145, 341–360.
5.
Gibson, L. J., and Ashby, M. F. (1988). Cellular solids, structures and properties. Pergamon Press, Inc., Oxford.
6.
Hoff, N. J. (1986). Monocoque, sandwich, and composite aerospace structures. Technomic Publishing Co., Lancaster, Pa.
7.
Jones, R. M. (1975). Mechanics of composite materials. McGraw-Hill Inc., New York.
8.
Librescu, L., Lin, W., Nemeth, M. P., and Starnes, J. H.(1995). “Thermomechanical postbuckling of geometrically imperfect flat and curved panels taking into account tangential edge constraints.”J. Thermal Stresses, 18, 465–482.
9.
Librescu, L., and Souza, M. A. (1993). “Postbuckling of geometrically imperfect shear-deformable flat panels under combined thermal and compressive edge loadings.”J. Appl. Mech., 60(June), 526–533.
10.
Noor, A. K. (1994). “Buckling and postbuckling of composite structures.”Proc., Symp. on Buckling and Postbuckling of Compos. Struct., ASME Int. Mech. Engrg. Congr. and Exposition, Chicago, Ill., AD Vol. 41/PVP Vol. 293.
11.
Noor, A. K., and Andersen, C. M.(1982). “Mixed models and reduced/selective integration displacement models for nonlinear shell analysis.”Int. J. Numer. Methods in Engrg., 18, 1429–1454.
12.
Noor, A. K., and Burton, W. S.(1992). “Computational models for high-temperature multilayered composite plates and shells.”Appl. Mech. Rev., 45(10), 419–446.
13.
Noor, A. K., Burton, W. S., and Bert, C.(1996). “Computational models for sandwich panels and shells.”Appl. Mech. Rev., 49(3), 155–199.
14.
Noor, A. K., and Peters, J. M.(1983a). “Multiple-parameter reduced basis technique for bifurcation and postbuckling analyses of composite plates.”Int. J. Numer. Methods in Engrg., 19, 1783–1803.
15.
Noor, A. K., and Peters, J. M. (1983b). “Recent advances in reduction methods for instability analysis of structures.”Comp. and Struct., 16(1–4), 67–80.
16.
Noor, A. K., and Peters, J. M.(1992). “Reduced basis technique for calculating sensitivity coefficients of nonlinear structural response.”AIAA J., 30(7), 1840–1847.
17.
Noor, A. K., and Peters, J. M.(1994). “Finite element buckling and postbuckling solutions for multilayered composite panels.”Finite Elements in Analysis and Design, 15, 343–367.
18.
Noor, A. K., Starnes, J. H. Jr., and Peters, J. M.(1993). “Thermomechanical buckling of multilayered composite panels with cutouts.”J. Compos. Struct., 23, 233–251.
19.
Noor, A. K., and Tenek, L. H.(1992). “Stiffness and thermal coefficients for composite laminates.”J. Compos. Struct., 21(1), 57–66.
20.
Padovan, J. (1986). “Anisotropic thermal stress analysis.”Thermal stresses I, R. B. Hetnarski, ed., Elsevier Science Publishers BV, North Holland, Amsterdam, The Netherlands, 143–262.
21.
Tsai, S. W., and Hahn, H. T. (1980). Introduction to composite materials. Technomic Publishing Co., Lancaster, Pa.
22.
Turvey, G. J., and Marshall, I. H. (eds.) (1995). Buckling and postbuckling of composite plates. Chapman & Hall, Ltd., London.
23.
Zenkert, D. (1995). An introduction to sandwich construction. Chameleon Press, London.

Information & Authors

Information

Published In

Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 10Issue 4October 1997
Pages: 143 - 161

History

Published online: Oct 1, 1997
Published in print: Oct 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Ahmed K. Noor, Fellow, ASCE,
Ferman W. Perry Prof. of Aerospace Structures and Applied Mechanics; and Dir., Ctr. for Advanced Computational Technol., Univ. of Virginia, NASA Langley Res. Ctr., Hampton, VA 23681.
James H. Starnes Jr., Member, ASCE,
NASA Langley Res. Ctr., Hampton, VA.
Jeanne M. Peters
Ctr. for Advanced Computational Technol., Univ. of Virginia, NASA Langley Res. Ctr., Hampton, VA.

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