2004
DOI: 10.1016/s0022-460x(03)00488-7
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A spectral element for laminated composite beams: theory and application to pyroshock analysis

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Cited by 34 publications
(18 citation statements)
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“…If axial tensile force is equal to zero and the distributive loads are equal to zero then equation (6) is reduced to equation of motion used in the works by Chakraborty, 8 Ruotolo 10 and Gopalakrishnon and Mahapatra. 11 If we ignore the axial displacement then…”
Section: Mathematical Formulationmentioning
confidence: 99%
See 2 more Smart Citations
“…If axial tensile force is equal to zero and the distributive loads are equal to zero then equation (6) is reduced to equation of motion used in the works by Chakraborty, 8 Ruotolo 10 and Gopalakrishnon and Mahapatra. 11 If we ignore the axial displacement then…”
Section: Mathematical Formulationmentioning
confidence: 99%
“…To infer dynamic shape function, we consider the general solution of homogenous form of equation (10) in the form as…”
Section: Model Developmentmentioning
confidence: 99%
See 1 more Smart Citation
“…Chakraborty et al 9 presented a locking free finite element model for the analysis of free vibration and wave propagation in asymmetric composite beams. Mahapatra and Gopalakrishnan 10 and Ruotolo 11 provided spectral element models for the composite beams by using the force-displacement approach. In the previous studies, [9][10][11] the effects of axial force and damping were not included in the spectral element (stiffness) matrix for axial-bending-shear coupled composite Timoshenko beam models.…”
Section: Introductionmentioning
confidence: 99%
“…They include analytical approaches, 5,6,8 finite element method, 4,9 and spectral element method. 3,7,10,11 In the literature, the fast Fourier transforms (FFT)-based exact dynamic stiffness method is named spectral element method (SEM). 12 Because the exact dynamic stiffness matrix is formulated from the exact frequency-dependent (dynamic) shape functions, which satisfy the governing equations of motion, it represents the dynamic behavior in a structural element exactly.…”
Section: Introductionmentioning
confidence: 99%