A direct numerical integration method to study the large amplitude vibration of slender beams with immovable ends

Journal of the Institution of Engineers (India): Aerospace Engineering Journal

Volumn 83, Issue NOV., 2002, Pages 42-44

  Rao, G V ^a   Raju, K K ^a  

^a INDIAN SPACE RESEARCH ORGANISATION   (India)

Author keywords

Beams; Large amplitude; Numerical integration; Vibration

Indexed keywords

EQUATIONS OF MOTION; GALERKIN METHODS; INTEGRATION; VIBRATIONS (MECHANICAL);

SLENDER BEAMS;

BEAMS AND GIRDERS;

EID: 0038814082     PISSN: 02573423     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

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3. A V Srinivasan. 'Large Amplitude Free Oscillations of Beams and Plates', AIAA Journal, vol 3, 1965, pp 1951-1953.
4. C Mei, 'Nonlinear Vibration of Beams by Matrix Displacement Method', AIAA Journal, vol 10, 1972, pp 355-357.
5. G V Rao, K K Raju and I S Raju. 'Finite Element Formulation for Large Amplitude Free Vibrations of Beams and Orthotropic Circular Plates', Computers and Structures, vol 6, 1976, pp 169-172.
6. W C Hurty and M F Rubinstein. 'Dynamics of Structures', Prentice Hall of India Private Limited, New Delhi, 1967, p 203.
7. G Singh, G V Rao and NCR Iyengar. 'Reinvestigation of Large Amplitude Free Vibrations of Beams Using Finite Elements' Journal of Sound and Vibration, vol 143, 1990, pp 351-355.