TECHNICAL PAPERS
Jan 1, 2005

Mechanics of Composite Sinusoidal Honeycomb Cores

Publication: Journal of Aerospace Engineering
Volume 18, Issue 1

Abstract

Lightweight and heavy-duty fiber-reinforced polymer (FRP) composite honeycomb sandwich structures have been increasingly used in civil infrastructure. Unique cellular core configurations, such as sinusoidal core, have been applied in sandwich construction. Due to specific core geometry, the solutions for core effective stiffness properties are not readily available. This paper presents a mechanics of materials approach to evaluate the effective stiffness properties of sinusoidal cores. In particular, the internal forces of a curved wall in a unit cell are expressed in terms of resultant forces, and based on the energy method and principle of equivalence analysis, the in-plane stiffness properties of sinusoidal cores are derived. Both finite-element modeling and experimental testing are carried out to verify the accuracy of the proposed analytical formulation. To illustrate the present analytical approach as an efficient tool in optimal analysis and size selection of sinusoidal cores, several design plots are provided and discussed. The simplified analysis and formulation presented for sinusoidal cores can be used in design application of FRP honeycomb sandwich and optimization of efficient cellular core structures.

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Acknowledgments

The test samples were provided by KSCI, and the writers thank Dr. Jerry Plunkett of KSCI and Professor Julio F. Davalos of West Virginia University for their technical contribution and support. The assistance with experimental tests provided by Guanyu Hu is greatly appreciated. Partial financial support for this study is received from the National Science Foundation’s Partnerships for Innovation program (EHR-0090472).

References

Davalos, J. F., Qiao, P., Xu, X. F., Robinson, J., and Barth, K. E. (2001). “Modeling and characterization of fiber-reinforced plastic honeycomb sandwich panels for highway bridge applications.” Compos. Struct., 52, 441–452.
Lestari, W., Qiao, P., Song, G., and Binienda, W. K. (2003). “Evaluation of bending and shear moduli of sandwich structures by dynamic response based technique.” 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conf., American Institute of Aeronautics and Astronautics, Reston, Va.
Luciano, R., and Barbero, E. J. (1994). “Formulas for the stiffness of composites with periodic microstructure.” Int. J. Solids Struct., 31(21), 2933–2944.
Noor, A., Burton, W. S., and Bert, C. W. (1996). “Computational models for sandwich panels and shells.” Appl. Mech. Rev., 49(3), 155–199.
Plunkett, J. D. (1997). “Fiber-reinforcement polymer honeycomb short span bridge for rapid installation.” IDEA Project Rep., November, Washington, D.C.
Qiao, P., Wang, J. L., and Hu, G. Y. (2003). “On the mechanics of composite sinusoidal honeycomb cores.” 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conf., American Institute of Aeronautics and Astronautics, Reston, Va.
Qiao, P., and Xu, X. F. (2005). “Refined analysis of torsion and in-plane shear of honeycomb sandwich structures.” J. Sandwich Struct. Mater., in press.
Xu, X. F., and Qiao, P. (2002). “Homogenized elastic properties of honeycomb sandwich with skin effect.” Int. J. Solids Struct., 39, 2153–2188.
Xu, X. F., Qiao, P., and Davalos, J. F. (2001). “Transverse shear stiffness of composite honeycomb core with general configuration.” J. Eng. Mech., 127(11), 1144–1151.

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Published In

Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 18Issue 1January 2005
Pages: 42 - 50

History

Received: Jun 3, 2003
Accepted: Jul 7, 2004
Published online: Jan 1, 2005
Published in print: Jan 2005

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Authors

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Associate Professor, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325-3905. E-mail: [email protected]
Jialai Wang
Assistant Professor, Dept. of Civil Engineering and Construction, North Dakota State Univ., Fargo, ND 58105–5285; formerly, Research Scientist, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325-3905.

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