FPAA-based control of a high-speed flexure-guided AFM nanopositioner
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Supersonic flow past bodies of revolution subject to elastic harmonic vibrations
Bending vibration equations for rocket boosted vehicle controlled by vectored thrust - structural dynamics
Hyperbolic equation for infinite elastic plate under impact loading - structural dynamics
Resonant frequencies and mode shapes of truncated conical shells with free edges in transverse vibration
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Design and fabrication of flexible pivots for aerospace structures
Empirical technique predicts failure loads for centrally loaded columns with thin-walled, open cross sections. Interaction of two failure modes is predicted by modification of the Johnson-Euler equation.
Optimal control surface location for flexible aircraft determined by matrix minimum principle and calculus of variations
Device tests electric continuity of flat cable conductors, FCC, in temperature controlled environment. Test method is described.
Axisymmetric responses are presented of a nonshallow thin-walled spherical shell on the basis of nonlinear bending theory. An ordinary differential equation with nonlinearity of quadratic as well as cubic terms associated with variable time is derived. The derivation is based on the assumption that the deflection mode is the sum of four Legendre polynomials, and the Galerkin procedure is applied. The equation is solved by asymptotic expansion, and a first approximate solution is adopted. Unstable regions of this solution are discussed.
Elastic and damping analyses resulting in determinations of the various stiffnesses and associated loss tangents for the complete characterization of the elastic and damping behavior of a monofilament composite layer are presented. For the determination of the various stiffnesses, either an elementary mechanics-of-materials formulation or a more rigorous mixed-boundary-value elasticity formulation is used. The solution for the latter formulation is obtained by means of the boundary-point least-square error technique. Kimball-Lovell type damping is assumed for each of the constituent materials. For determining the loss tangents associated with the various stiffnesses, either the viscoelastic correspondence principle or an energy analysis based on the appropriate elastic stress distribution is used.