The dynamic behaviour of cracked beams under bending moment, shear force and torsion

Key Engineering Materials

Volumn 251-252, Issue , 2003, Pages 285-290

  Viola, Erasmo ^a   Ricci, Patrizia ^a  

^a DISTART Department   (Italy)

Author keywords

Coupled vibrations; Dynamic stiffness matrix; Frequency; Line spring model; Modal shapes

Indexed keywords

BENDING MOMENTS; BOUNDARY CONDITIONS; COMPUTER SIMULATION; CRACKS; DEFORMATION; DIFFERENTIAL EQUATIONS; DYNAMIC RESPONSE; SHEAR STRESS; STIFFNESS MATRIX; TORSIONAL STRESS;

CRACKED BEAMS; FLEXIBILITY MATRIX; FREQUENCY EQUATION; SHEAR FORCE; TWISTING FORCES;

BEAMS AND GIRDERS;

EID: 0344495344     PISSN: 10139826     EISSN: 16629795     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/kem.251-252.285     Document Type: Conference Paper

References (7)

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2. W.L. Hallauer, R.Y.L. Liu: Journal of Sound and Vibrations Vol. 85 (1982), p. 105.
3. P.O. Friberg: International Journal of Numerical Methods in Engineering Vol. 19, (1983), p. 479.
4. J.R. Banerjee: International Journal of Numerical Methods in Engineering Vol. 28 (1989), p. 1283.
5. E. Viola, P. Ricci: DISTART - Technical Note, University of Bologna (2003).
6. P. Ricci: PhD Thesis (2003), University of Bologna.
7. L. Nobile, P. Ricci and E. Viola: Atti del XV Convegno Nazionale del Gruppo Italiano di Frattura. Bari (2000), p. 317.