An Efficient Finite Element Modeling of Composite Stiffened Shells

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This paper presents an efficient finite element modeling technique for stiffened composite shells having different stiffening arrangements. The laminated shell skin is modeled with a triangular degenerated curved shell element having 3 corner nodes and 3 mid-side nodes. An efficient curved beam element compatible with the shell element is developed for the modeling of stiffeners which may have different lamination schemes. The formulation of the 3 nod degenerated beam element may be considered as one of the major contributions. The deformation of the beam element is completely defined in terms of the degrees of freedom of shell elements and it does not require any additional degrees of freedom. As the usual formulation of degenerated beam elements overestimates their torsional rigidity, a torsion correction factor is introduced for different lamination schemes. Numerical examples are solved by the proposed finite element technique to assess its performance.

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673-678

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May 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] S. Ahmed, B.M. Irons, O.C. Zienkiewicz, Analysis of thick and thin shell structures by curved finite elements, International Journal for Numerical Methods in Engineering, 3 (1970) 419-451.

DOI: 10.1002/nme.1620020310

Google Scholar

[2] O.C. Zienkiewicz, R.L. Taylor, The Finite Element Method, Vol. II, McGraw-Hill, New York, (1991).

Google Scholar

[3] S.C. Panda, R. Natarajan, Finite element analysis of laminated composite plates, International Journal for Numerical Methods in Engineering, 14 (1979) 69-79.

DOI: 10.1002/nme.1620140106

Google Scholar

[4] J.N. Reddy, Mechanics of Composite Plates and Shells: Theory and Analysis, second ed., CRC Press, New York, (2003).

Google Scholar

[5] S.P. Timoshenko, J.N. Goodier, Theory of Elasticity, third ed., McGraw-Hill, Singapore, (1970).

Google Scholar

[6] A. Venkatesh and K.P. Rao, Analysis of laminated shells of revolution with laminated stiffeners using a doubly curved quadrilateral finite element, Computers and Structures, 20(1985) 669-682.

DOI: 10.1016/0045-7949(85)90028-8

Google Scholar

[7] B.G. Prusty, Static, Dynamic, Buckling and Failure Analysis of Composite Stiffened Shell Structures: A Finite Element Approach, PhD Thesis, Indian Institute of Technology, Kharagpur, (2001).

Google Scholar

[8] M.S. Bouabdallah, J.L. Batoz, Formulation and evaluation of a finite element model for linear analysis of stiffened composite panels, Finite Elements in Analysis and Design, 21(1996) 265-289.

DOI: 10.1016/0168-874x(95)00047-w

Google Scholar