Cracks interaction effect on the dynamic stability of beams under conservative and nonconservative forces

Key Engineering Materials

Volumn 488-489, Issue , 2012, Pages 383-386

  Viola, E ^a   Fantuzzi, N ^a   Marzani, A ^a  

^a UNIVERSITY OF BOLOGNA   (Italy)

Author keywords

Crack; Finite element; Interaction effect; Non conservative forces; Stability

Indexed keywords

CONVERGENCE OF NUMERICAL METHODS; FINITE ELEMENT METHOD; KINETIC ENERGY; KINETICS; POTENTIAL ENERGY;

EIGEN FREQUENCIES; ELASTIC POTENTIAL ENERGY; EULER BERNOULLI BEAMS; GOVERNING EQUATIONS; HAMILTON'S PRINCIPLE; INTERACTION EFFECT; LOCAL FLEXIBILITY; NON-CONSERVATIVE FORCES;

CRACKS;

EID: 80053989963     PISSN: 10139826     EISSN: 16629795     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/KEM.488-489.383     Document Type: Conference Paper

References (5)

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4. Ricci P, Viola E. Stress intensity Factors for cracked T-sections and dynamic behavior of T-beams. Eng. Frac. Mech. Vol. 73 (2006), p. 91 - 111.
5. Viola E, Ricci P and Aliabadi MH. Free vibration analysis of axially loaded cracked Timoshenko beam structures using the dynamic stiffness method. J. Sound and Vib. Vol. 304 (2007), p. 124-153.