Vibratory Characteristics of Euler-Bernoulli Beams with an Arbitrary Number of Cracks Subjected to Axial Load
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Publication:3110966
DOI10.1177/1077546307080028zbMath1229.74049OpenAlexW2102749730MaRDI QIDQ3110966
Publication date: 17 January 2012
Published in: Journal of Vibration and Control (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1177/1077546307080028
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Brittle fracture (74R10) Vibrations in dynamical problems in solid mechanics (74H45)
Related Items (3)
Free response of a continuous vibrational system with attachments and/or discontinuities using segmented operational Tau method ⋮ An analytical dynamic model for single-cracked beams including bending, axial stiffness, rotational inertia, shear deformation and coupling effects ⋮ Free vibration analysis of cracked composite beams subjected to coupled bending-torsion loads based on a first order shear deformation theory
Cites Work
- Unnamed Item
- Classes of exact solutions for buckling of multi-step non-uniform columns with an arbitrary number of cracks subjected to concentrated and distributed axial loads
- The dynamic behaviour of slender structures with cross-sectional cracks
- Stability of columns with a single crack subjected to follower and vertical loads
- Crack identification in beams using wavelet analysis.
- Detection of cracks using neural networks and computational mechanics
- UNCOUPLED FLEXURAL VIBRATIONS OF STRAIGHT BEAMS WITH ALL POSSIBLE BOUNDARY CONDITIONS TREATED BY A TRANSFER MATRIX METHOD
- Post buckling behavior of transverse cracked columns
- Free Vibrations of Beams With a Single-Edge Crack
- Influence Of A Crack On The Dynamic Stability Of A Column
- Identification of Crack Location in Vibrating Simply Supported Beams
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