1993
DOI: 10.2514/3.49111
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Mode Localization Experiments on a Ribbed Antenna

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Cited by 18 publications
(7 citation statements)
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“…Experimentally, linear mode localization was detected in a disordered circular antenna with flexible ribs and a gimbaled central hub [9], and in a disordered multi-span beam [lo]. Transient [ll] and steady state [12] nonlinear localization and motion confinement was experimentally investigated in a system of coupled nonlinear flexible beams.…”
Section: Introductionmentioning
confidence: 99%
“…Experimentally, linear mode localization was detected in a disordered circular antenna with flexible ribs and a gimbaled central hub [9], and in a disordered multi-span beam [lo]. Transient [ll] and steady state [12] nonlinear localization and motion confinement was experimentally investigated in a system of coupled nonlinear flexible beams.…”
Section: Introductionmentioning
confidence: 99%
“…Because DB are generic modes in many non-linear lattices, they are the object of great theoretical and numerical attention in many diverse fields like condensed matter physics [14][15][16][17], mechanical engineering [18][19][20] and biophysics [21]. Only recently have the first experiments been performed which detect intrinsic localized modes in quasi-one-dimensional charge-density-wave compounds [22], antiferromagnetic anharmonic crystals [23] and superconducting arrays [1][2][3].…”
Section: Introductionmentioning
confidence: 99%
“…. , x~}~ = x, which have been given in equation (9). It can readily be shown that they are actually the eigensolutions of the following eigenvalue problem :…”
Section: Proc Instn Mcch Engrs Vol210mentioning
confidence: 99%
“…global generalized vibration displacement vector generalized vibration displacement vector of jth beam component defined beneath equation (2) defined by equation (9) stiffness matrix for ordered mass-spring system y coordinate of nth spring connection point on beam Ritz basis vector, defined beneath equation (3) bending mode function of standard beam component [see equation relating to beam components (1 < j < N) relating to subproblems of entire eigenvalue problem (1 < k < N) relating to coupling springs (1 < n < J) defined by equation (5) MI, Rk defined by equation (7) N number of beam components poi defined by equation (5) components, possess some well-known dynamic properties, for example their vibration frequenices are clustered into a series of narrow-banded groups that make their vibration modes highly sensitive to structural imperfections which may cause strong mode localization. In recent years, the studies of the effects of structural imperfections on engineering periodic structures and vibration mode localization have attracted much attention from structural dynamicists [see references (1)-(11) among others].…”
mentioning
confidence: 99%