The Dynamic Behaviour of Cracked Beams under Bending Moment, Shear Force and Torsion

Erasmo Viola; Patrizia Ricci

doi:10.4028/www.scientific.net/KEM.251-252.285

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Approximate Formula for Estimating Stress Concentration Factors for V-Notched Cylindrical Specimens
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Seismic Inelastic Behavior of Two 7 and 17 Level Buildings with Structural Steel Frames Situated in Transition and Soft Soils in Mexico City
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Fatigue Crack Growth Evaluation for Framed Structures
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On the Interaction of an Array of Collinear Microcracks with a Periodic Array of Inclusions
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The Dynamic Behaviour of Cracked Beams under Bending Moment, Shear Force and Torsion
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An Approximate Evaluation of the Stress Intensity Factors for Cracked Plates
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Evaluation of the Service Life of Gear in Regard to Bending Fatigue in a Gear Tooth Root
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Cracking of Electromagnetic Elastic Solids
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The Effect of the Traction Separation Law on the Results of Cohesive Zone Crack Propagation Analyses
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The Dynamic Behaviour of Cracked Beams under Bending Moment, Shear Force and Torsion

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Key Engineering Materials (Volumes 251-252)

Pages:

285-290

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https://doi.org/10.4028/www.scientific.net/KEM.251-252.285

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Online since:

October 2003

Authors:

Erasmo Viola, Patrizia Ricci

Keywords:

Coupled Vibrations, Dynamic Stiffness Matrix, Frequency, Line-Spring Model, Modal Shapes

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References

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