Real-life structures often possess piecewise stiffness because of clearances or interference between subassemblies. Such an aspect can alter a system's fundamental free vibration response and leads to complex mode interaction. The free vibration behaviour of an L-shaped beam with a limit stop is ana
INTERNAL RESONANCE OF AN L-SHAPED BEAM WITH A LIMIT STOP: PART II, FORCED VIBRATION
โ Scribed by D. Pun; S.L. Lau; Y.B. Liu
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 411 KB
- Volume
- 193
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
A limit stop is placed at the elbow of an L-shaped beam whose linear natural frequencies are nearly commensurable. As a result of this hardening device the non-linear system exhibits multiple internal resonances, which involve various degree of coupling between the first five modes of the beam in free vibration. A point load is so placed as to excite several modes and the resulting forced vibration is examined. In the undamped case, three in-phase and two out-of-phase solution branches have been found. The resonance curve is extremely complicated, with multiple branches and interactions between the first four modes. The amplitudes of the higher harmonics are highly influenced by damping, the presence of which can effectively attenuate internal resonances. Consequently parts of the resonance curve may be eliminated, with the resulting response comprising different distinctive branches.
๐ SIMILAR VOLUMES
The governing second order temporal dierential equation of a slender beam with an attached mass at an arbitrary position under vertical base excitation which retains the cubic non-linearities of geometric and inertial type is reduced to a set of ยฎrst order dierential equations by the method of norma