Abstract
The general nonlinear intrinsic equations of motion of an elastic composite beam are solved in order to obtain the elasto-dynamic response of a rotating articulated blade. The solution utilizes the linear Variational-Asymptotic Method (VAM) cross-sectional analysis, together with an improved damped nonlinear model for the rigid-body motion analysis of helicopter blades in coupled flap and lead-lag motions. The explicit (direct) integration algorithm implements the perturbation method in order to solve the transient form of the nonlinear intrinsic differential equations of motion and obtain the elasto-dynamic behavior of an accelerating composite blade. The specific problem considered is an accelerating articulated helicopter blade of which its motion is analyzed since it starts rotating from rest until it reaches the steady-state condition. It is observed that the steady-state solution obtained by this method compares very well with other available solutions. The resulting simulation code is a powerful tool for analyzing the nonlinear response of composite rotor blades; and for serving the ultimate aim of efficient noise and vibration control in helicopters.
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Abbreviations
- A :
-
cross-sectional area of the undeformed beam in x 2–x 3 plane
- e 1 :
-
\([\begin{array}{c@{\quad }c@{\quad }c} 1 & 0 & 0 \end{array}]^{T}\)
- F i :
-
elements of the column matrix of internal forces
- f :
-
applied forces per unit length
- g :
-
determinant of the metric tensor in curvilinear coordinates
- H :
-
sectional angular momenta
- i 2, i 3 :
-
cross-sectional mass moment
- i 23 :
-
cross-sectional product of inertia
- K.E.:
-
kinetic energy function
- K :
-
deformed beam curvature vector = \(k + \bar{\boldsymbol{\kappa}}\)
- k :
-
undeformed beam curvature vector
- l :
-
length of the beam
- M i :
-
elements of the column matrix of internal moments
- m :
-
applied moments per unit length
- N :
-
number of nodes
- P :
-
sectional linear momenta
- S :
-
stiffness matrix
- t :
-
time
- V :
-
velocity field
- x i :
-
global system of coordinates
- x 1 :
-
axis along the beam
- x 2 and x 3 :
-
cross-sectional axes
- \(\bar{x}_{2}\) and \(\bar{x}_{3} \) :
-
offsets from the reference line of the cross-sectional mass center
- γ :
-
\([ \begin{array}{c@{\quad }c@{\quad }c} \gamma_{11} & 2\gamma_{12} &2\gamma_{13} \end{array} ]^{T}\)
- Δ:
-
identity matrix
- \(\delta\bar{q} \) :
-
virtual displacement vector
- \(\delta\bar{\psi} \) :
-
virtual rotation vector
- κ 1 :
-
elastic twist
- κ i :
-
elastic bending curvatures (i=2,3)
- μ :
-
mass per unit length
- ρ :
-
mass density
- Ω :
-
angular velocity
- :
-
perturbations in space
- :
-
perturbations in time
- (•)′:
-
\(\frac{\partial ( \bullet )}{\partial x_{1}}\)
- \(( \dot{ \bullet} )\) :
-
\(\frac{d( \bullet )}{dt}\)
- \(( \delta\bar{ \bullet} )\) :
-
overbar indicates that it need not be the variation of a functional
- \(( \hat{ \bullet} ) \) :
-
the discrete boundary value of quantity (•)
- \(( \tilde{ \bullet} )_{ij}\) :
-
−e ijk (•) k
- 〈•〉:
-
∫ A (•) dx 2 dx 3
- 〈〈•〉〉:
-
\(\langle(\bullet)\sqrt{g} \rangle =\int_{A} ( \bullet)\sqrt{g} \,dx_{2}\,dx_{3}\), \(\sqrt{g} = 1 - x_{2}k_{3} -x_{3}k_{2}\)
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Ghorashi, M. Nonlinear analysis of the dynamics of articulated composite rotor blades. Nonlinear Dyn 67, 227–249 (2012). https://doi.org/10.1007/s11071-011-9974-9
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DOI: https://doi.org/10.1007/s11071-011-9974-9