TY - GEN
T1 - Nonlinear interaction of a parametrically-excited coupled column-pendulum oscillator
AU - Mustafa, G.
AU - Ertas, A.
PY - 1993
Y1 - 1993
N2 - A new vibration absorbing device is introduced for large flexible structures. The bifurcation diagrams obtained for the averaged system, indicate that the system loses stability via two distinct routes. One leading to a saddle-node bifurcation, normally associated with the jump phenomena. The second instability is due to the Hopf bifurcation, that results in amplitude modulated motion of the oscillator. A parameter range has been identified where these bifurcations coalesce. This phenomenon is a strong indicator of existence of homoclinic orbits. In addition to the regular solution branches, that bifurcate from the zero solution, the system also possesses isolated solutions (the so-called 'isolas') that form isolated loops bounded away from zero. As the forcing amplitude is varied, the isolas appear, disappear or coalesce with the regular solution branches. The response curves indicate that the column amplitude shows saturation. The pendulum acts as a vibration absorber over a range of frequency where the column response is saturated. However, there is also a frequency range over which a reverse flow of energy occurs, where the pendulum shows reduced amplitude at the cost of large amplitudes of the column.
AB - A new vibration absorbing device is introduced for large flexible structures. The bifurcation diagrams obtained for the averaged system, indicate that the system loses stability via two distinct routes. One leading to a saddle-node bifurcation, normally associated with the jump phenomena. The second instability is due to the Hopf bifurcation, that results in amplitude modulated motion of the oscillator. A parameter range has been identified where these bifurcations coalesce. This phenomenon is a strong indicator of existence of homoclinic orbits. In addition to the regular solution branches, that bifurcate from the zero solution, the system also possesses isolated solutions (the so-called 'isolas') that form isolated loops bounded away from zero. As the forcing amplitude is varied, the isolas appear, disappear or coalesce with the regular solution branches. The response curves indicate that the column amplitude shows saturation. The pendulum acts as a vibration absorber over a range of frequency where the column response is saturated. However, there is also a frequency range over which a reverse flow of energy occurs, where the pendulum shows reduced amplitude at the cost of large amplitudes of the column.
UR - http://www.scopus.com/inward/record.url?scp=0027830995&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0027830995
SN - 0791811735
T3 - American Society of Mechanical Engineers, Design Engineering Division (Publication) DE
SP - 447
EP - 453
BT - Dynamics and Vibration of Time-Varying Systems and Structures
A2 - Shahinpoor, Mo
A2 - Tzou, H.S.
PB - Publ by ASME
T2 - 14th Biennial Conference on Mechanical Vibration and Noise
Y2 - 19 September 1993 through 22 September 1993
ER -