Effect of Uncertainty on Hub Vibration Response of Composite
Helicopter Rotor BladesYung Hoon Yu11
Prashant M. Pawar2
Sung Nam Jung1
Department of Aerospace Information Engineering Konkuk
University, Seoul 143-701, Korea2
Department of Mechanical Engineering, S.V. E. R. Is College of
Engineering, Pandharpur, Maharashtra, India
Abstract Main focus of this study is to understand the effects
of uncertainty in the composite material properties on the
helicopter hub vibratory loads. The stochastic behaviors of
composite materials properties obtained from previous experimental
studies are used to evaluate the stochastic behaviors of the
cross-sectional stiffness properties of composite rotor blades. The
stochastic behavior of cross-sectional stiffness of composite
blades introduces dissimilarity in the rotor system. A
comprehensive aeroelastic code suitable for dissimilar rotor
analysis, which is based on the governing equations of motion for
composite helicopter rotor blades, obtained using the Hamiltons
principle is used for vibratory load analysis. The stochastic
behaviors of hub vibratory loads are obtained using Monte-Carlo
simulation along with the aeroelastic analysis code. The baseline
blade is modeled as a one dimensional thin-walled box-section beam
with stiffness properties similar to a stiff-inplane rotor
blade.
I. I NTRODUCTION Composite materials are the most preferred
materials in the aircraft industry because of their superior
fatigue characteristics, damage tolerance and stiffness to weight
ratio as compared to that of metals (Ref. 1, 2, 3, 4). These
materials are the most preferred materials for rotor blades in the
modern helicopters. Composite materials for rotor system bring
classical advantages along with reduction in bulkiness of rotor hub
inturn advantage of reducing the prole drag. However, materials
uncertainty is the major problem of composite materials that of
isotropic materials. Uncertainty in the basic material properties
of composites could affect the behavior of the composite rotor
system through the behavior of individual rotor blade. Uncertainty
analysis of aeroelastic response is a complex process which
involves various nonlinearties and interactions between structural
and aerodynamic disciplines. A review paper by Pettit (Ref. 5)
gives a comprehensive survey on the inuence of the uncertainties in
the aeroelastic analysis. Uncertainties in the aeroelastic analysis
could arise from the structural, aerodynamic and control dynamic
factors. Various studies have been conducted to understand the
inuence of the structural uncertainties such as Youngs modulus,
boundary conditions, geometrical congurations, and loads on the
aeroelastic response of the structure. Recent applications of
uncertainty quantication to various aeroelastic problems
suchPresented at the 65th American Helicopter Society Annual Forum,
May 27May 29, 2009, Grapevine, Texas, USA. Copyright c 2009 by the
American Helicopter Society International, Inc. All rights
reserved.
as utter ight-testing, prediction of limit-cycle oscillations,
and design optimization with aeroelastic constraints gives a new
physical insights and promising path towards design improvement of
the structure. However, almost all the uncertainty analysis studies
were focused on the aeroelastic response of the xed wing aircraft
(Ref. 6, 7, 8). Rotorcraft uncertainty analysis is even more
complicated than that of the xed wing aircraft analysis due to
unsymmetrical nature of the lift pattern and the rotating
components. Murguan et al. (Ref. 9) initiated the rotorcraft
uncertainty analysis by investigating the effects of material
uncertainties of the composites on the cross-sectional stiffness
properties, natural frequencies, and aeroelastic responses of the
composite helicopter rotor blades. Stochastic behaviors composite
material properties available in the literature (Ref. 10, 11, 12,
13) in the form experimental data along with Monte-Carlo simulation
methods are used to estimate the stochastic behaviors of the
cross-sectional stiffness properties and aeroelastic response of a
box beam model of composite rotor blade. The numerical results show
about 6 % coefcient of variation for crosssectional stiffness
properties and about 3% coefcient of variation for non-rotating
rotor blade natural frequencies. This study demonstrates that
uncertainty in the composite material properties get propagated
into aeroelastic response, which causes large deviations,
particularly in the higher-harmonic components that are critical
for the accurate prediction of helicopter blade loads and
vibration. However, this study was focused for blade level
analysis. The blade level effects may get transmitted through rotor
hub to the helicopter fuselage, which could change the rotor system
behavior affecting the helicopter vibratory load patterns. Main
rotor system is the principle source of the helicopter vibrations,
which restricts them from achieving higher speed, maneuverability,
agility, and crew effectiveness. These vibrations are of the two
types: vibrations inherent to the asymmetric nature of a rotor in
forward ight and are present even in case of balanced rotor
(tracked rotor) system; vibrations due to the blade-to-blade
dissimilarity, which results from manufacturing uncertainties,
highly vibratory operating conditions and environmental effects
(Ref. 14). The current study is intended to predict the hub
vibratory loads arising from the disimilarity caused due to
composite material uncertainties. Few researchers (Ref. 15, 16, 17,
18) have focused on predicting the rotor vibrations for assuming
the dissimilarity in the rotor system due to various fault for
structural health
monitoring or vibration analysis. The track and balance and
rotor smoothening are the most popular techniques used for used for
correcting or alleviating the dissimilarities of the rotor system
(Ref. 14). These methods use adjusting weights, the pitch link and
trim tabs are adjusted to minimize the vibrations using a
predetermined relation between vibrations and corrective
adjustments. Few researchers have devoted efforts to develop an
in-ight tracking correction based on the electro-mechanical
actuator, shape memory alloy tracking tabs (Ref. 19) and a
trailing-edge ap (Ref. 20). Roget and Chopra (Ref. 21) developed
trailing edge ap based approach for simultaneous reduction of the
regular vibrations along with vibrations due to rotor
dissimilarities. Recently, Pawar and Jung (Ref. 22) demonstrated
use of active twist control for vibration reduction in dissimilar
composite rotor blades. Main aim of the current study is to
understand the inuence of the composite material uncertainties on
the rotor hub vibratory loads. Uncertainties in the mechanical
properties of the composite materials E1 , E2 G12 and 12 are used
to evaluate the stochastic behaviors of the cross-sectional
stiffness values of the composite rotor blades. Using the
Monte-Carlo simulation along with the aeroelastic code, the hub
vibratory loads are obtained under the uncertainties in the
cross-sectional properties of composite blades. The baseline rotor
blade is modeled as a one dimensional thin-walled box-section beam
with stiffness properties similar to a stiff-inplane rotor blade.
First sensitivity analysis is carried out to understand inuence of
uncertainty in each cross-sectional stiffness properties. Finally,
stochastic behaviors of rst few modes hub vibratory loads are
studied to understand the inuence of composite material uncertainty
on the hub vibratory loads. II. A EROELASTIC ANALYSISOF DISSIMILAR
ROTOR SYSTEM
developed by Leishman and Beddoes (Ref. 23) along with a free
wake model developed by Bagai and Leishman (Ref. 24) The effects of
composite material are included in the aeroelastic analysis through
the strain energy expression. The strain energy expression of the
system can be written in symbolic form as U = UI + UC (2)
where UI is the contribution from isotropic materials, UC is the
contribution from the composite elastic coupling (Ref. 1). The nite
element method is used to solve the governing equations of the
motion and allows non-uniform blade properties along the length. A
15-degree of freedom beam nite element is used to describe the
ap-lag-torsion coupled behavior of rotating blades. Unlike the
identical blade analysis, in the dissimilar rotor system, the blade
response of each blade is obtained individually. Steady and
vibratory components of blade loads are calculated using the force
summation method. In this method, blade inertia and aerodynamic
forces are integrated directly over the length of the blade. The
xed frame hub loads are obtained by summing the contributions from
the individual blades. III. N UMERICAL R ESULTS Uncertainties in
the composite material properties are used to evaluate the
stochastic behaviors of the cross-sectional stiffness properties of
the rotor blades. Stochastic behaviors of cross-sectional stiffness
properties of the blades are used to evaluate stochastic behaviors
of hub vibratory loads using Monte-Carlo simulation along with
aeroelastic analysis code. The baseline rotor blade is modeled as a
uniform singlecell thin walled composite box beam that matches with
the realistic magnitudes of cross-section stiffness, inertia and
rotating frequencies of the stiff-inplane rotor blade (Ref. 25).
Respective dimensions of the box section are: outer width 203.2 mm,
outer depth 38.1 mm and wall thickness 3.556 mm. The mechanical
properties are of AS4/3501-6 graphite/epoxy lamina. The layups of
each wall of the box section are given as [04 /(+15/ 15)3/(+30/
30)2]s . Effects of uncertainties on hub vibratory loads are
studied at in a forward ight with an advance ratio of 0.3 with a
moderate thrust condition CT / = 0.07 and for a Lock number of
6.34. A. Stochastic behavior of cross-sectional stiffness
properties Experimental studies in the literature (Ref. 10, 11, 12,
13) on the stochastic behaviors of composite materials show
coefcient of variation (CoV) values of about 5-10 %. Experimental
scattering of E1 , E2 , 12 of a graphite/epoxy material given in
reference (Ref. 26) have mean values of the material properties
equivalent to that of the baseline blade. Hence, the stochastic
behaviors of E1 , E2 and 12 given in (Ref. 26) are considered for
the current analysis. Variations in G12 are obtained from the CoV
of the E2 distribution as considered in (Ref. 27). Table 1 show the
stochastic behavior of the material properties used for the design
of composite blade.
Uncertainties in the cross-sectional stiffness properties of the
composite rotor blade introduce dissimilarity in the composite
rotor system. A comprehensive aeroelastic analysis system has been
used to obtain the vibrations of a helicopter with dissimilar rotor
system. For the aeroelastic analysis, the helicopter is represented
by a non-linear model of rotating elastic blades dynamically
coupled to a six-degree-of-freedom rigid fuselage. Each blade
undergoes ap (out-of-plane) bending, lag (in-plane) bending,
elastic twist and axial displacement. The governing equations are
derived using a generalized Hamiltons principle applicable to
non-conservative systems: =2 1
(U T W )d = 0
(1)
where U, W and T are the virtual variations of strain energy,
kinetic energy and virtual work done, respectively, and represents
the total potential of the system. The U and T include energy
contributions from components that are attached to the blades,
e.g., pitch link and lag damper. The aerodynamic forces acting on
the blades contribute to the virtual work variational, W . The
aerodynamic forces and moments are calculated using the unsteady
aerodynamic model
Table 1: Stochastic material properties of graphite/epoxy
Material properties E1 , MPa E2 , MPa G12 , MPa 12 Mean (N/m2 )
141.96e3 9.79e3 6.00e3 0.42 CoV, % 3.39 4.27 4.27 3.65 Distribution
Normal Normal Normal Normal
Table 2: Statistics of cross-sectional stiffness properties C/S
Stiffness EIy EIz GJ Mean, N.m2 47,811.09 761,304.16 22,800.96 CoV,
% 3.053 3.052 2.678 Distribution Normal Normal Normal
Using the Monte Carlo Simulation, stochastic behaviors of
composite material properties are transmitted to the crosssectional
stiffness properties of the composite blade. Mixed beam theory
(Ref. 28) is used to obtain the cross-sectional stiffness
properties of the composite blade with geometric properties of the
baseline blade and the stochastic composite material properties
given in Table 1. For this stochastic analysis 6000 samples will
lead to the convergence of the standard deviation (Ref. 9). Figure
1 shows the histograms of the crosssectional stiffness properties
of the composite blades. It can be noted that the normal
distribution of composite material properties gets transmitted to
cross-sectional stiffness properties as normal distribution. Table
2 shows the mean values and CoV values for all the cross sectional
stiffness properties. The mean values, CoV and type distribution of
cross-sectional stiffness properties are used for aeroelastic
analysis to understand the effect of composite material
uncertainties on the vibratory hub load behavior. B. Sensitivity
Analysis of Stochastic behavior of Vibratory Loads Uncertainties of
the cross-sectional stiffness properties of composite rotor blade
are propagated to the nonlinear aeroelastic response of the
helicopter rotor blade. First, sensitivities of the hub vibratory
loads to the uncertainties in each crosssectional property of
composite rotor blade are studied by assuming the stochastic value
of one cross-section stiffness and the deterministic values of
other two cross-sectional stiffness properties. Baseline vibratory
loads of the rotor obtained using the mean values of
cross-sectional stiffness are shown in Figure 2 and tip responses
for this analysis are shown in Figure 3. It should be noted that
these values are equivalent to deterministic values in absence of
the uncertainties in composite material property. The baseline
values of vibratory loads for deterministic cross-section stiffness
values are used to evaluate the inuence of uncertainties on the hub
vibratory loads and tip responses of the blades. 1) Flap
cross-sectional stiffness: Sensitivities of hub vibratory loads for
uncertainty in the ap cross-sectional stiffness properties are
studied by assuming the stochastic behavior of the ap
cross-sectional stiffness and deterministic values of other two
cross-sectional stiffness properties. A set of rotor system with
composite blades having stochastic values of apwise cross-section
stiffness properties and deterministic values for other two
cross-sectional stiffness properties is
Fig. 1.
Section stiffness distribution
Fig. 2.
Baseline Vibratory Hub Loads
0.085
0.075
0.065
0.055
0.045
0
90
180
270
360
Azimuth angle (degree)0.013
0.004
Lag (v/r)
0.005
0.014
0.023
0.032
0
90
180
270
360
Azimuth angle (degree)0.03
0.02
0.01
0
0.01
0.02
0.03
0.04
0
90
180
270
360
Azimuth angle (degree)
Fig. 3.
Baseline blade tip responses
considered to obtain the sensitivity. The mean values of lag and
torsion cross-section stiffness properties are considered as their
deterministic values. As the stochastic values of ap crosssectional
stiffness are considered, cross-section properties of all the
blades in rotor system for each analysis will not be same which
brings the dissimilarity to the rotor system. Therefore, dissimilar
rotor analysis of 6000 rotor system sets is performed to obtain the
stochastic behavior of the vibratory loads transferred through
rotor hubs. As 4/rev harmonics are not much affected by the
stiffness uncertainties, variations in 1/rev, 2/rev, 3/rev and
5/rev harmonics of loads are considered for analysis. Figure 4
shows histograms whereas Figures 5 and 6 show probability plots of
the hub loads normalized with 4/rev loads. From the histograms and
probability plots, it can be observed that even though the
cross-section properties show the normal distribution, the
vibratory loads show skewness in the histograms and nonlinear
behavior in the probability distribution. As the baseline rotor is
considered a tracked and symmetric, the values of 1/rev, 2/rev,
3/rev and 5/rev harmonics of hub loads are zero. However,
uncertainties in the cross-sectional properties of the rotor system
bring dissimilarity in the rotor
system which brings extra harmonics of loads. These loads are
summarized as maximum values at 95 % probability of these loads.
Table 3 shows 95% probability of maximum value of vibratory loads
due to uncertainty in the ap stiffness values. These values are
normalized with respective 4/rev loads. 2/rev Fx and Fy shear
forces are the most affected shear forces whose maximum values at
95/In case of moments, Mz moments are the most affected by the
uncertainties as compared to other moments. However, it should be
noted the baseline value of 4/rev Mz is quite low as compared 4/rev
Mx and My . Subsequently, 1/rev Mx and My moments are the most
affected whose values at 95/ Figure 7 shows the tip responses of
all the blades considered for stochastic analysis due uncertainty
in ap cross-sectional stiffness values. These gures show that the
ap response is more sensitive to the uncertainty in ap
cross-sectional stiffness value. The peak-to-peak ap, lag and
torsion response variation from their baseline values are about 6%,
2.25 % and 1 %. 2) Lag Cross-Section Stiffness: Sensitivity to
uncertainty in lag cross-sectional stiffness (EIz ) is carried out
by aeroelastic analysis of rotor with stochastic values of EIz and
deterministic values of other two stiffness properties. Figure 8
shows the histograms whereas Figures 9 and 10 show probability
distribution plots of hub vibratory loads due to uncertainty in the
EIz . From these gures it can be observed that the vibratory loads
are more sensitive to uncertainty in EIz as compared to uncertainty
in EIy . Variations in the vibratory loads for stochastic values of
EIz are summarized as maximum values at 95 % percent probability in
Table 4. 2/rev Fx and Fy are the most affected shear forces whose
maximum values at 95/ Figure 11 shows the blade tip responses of
rotor systems used for stochastic analysis of hub vibratory loads
for uncertainty in EIz . Blade tip responses of various blades used
in the stochastic analysis have more inuence of the uncertainty in
EIz . Lag response have more inuence of uncertainty in EIz whose
peak-to-peak values varies by about 16.5% from its baseline values
whereas ap and torsion shows about 5.4 % and 2.32 %. 3) Torsion
Cross-section Stiffness: Sensitivities of hub vibratory loads to
uncertainty in torsion cross-sectional stiffness (GJ) are studied
using aeroelastic analysis of the rotor blades with the stochastic
behavior of GJ and deterministic values of other two stiffness
properties EIy and EIz . Figure 12 shows histograms whereas Figures
13 and 14 show probability distribution plots of hub vibratory
loads. These results are summarized in Table 5 as the maximum
values of hub vibratory loads at 95 % probability. It can be
observed that 1/rev Fz and 2/rev Fx and Fy are the most affected
shear forces whose maximum values at 95% probability are about
0.93, 0.92 and 0.89 times respective 4/rev shear forces,
respectively. Subsequently affected shear forces are 3/rev Fx and
Fy whose maximum values at 95% probability are about 0.20 times of
respective 4/rev shear forces. All other harmonics of shear forces
show their maximum values at 95% probability less 0.11 times that
of 4/rev loads. Similar to other sensitivity analysis, all
harmonics Mz are the most affected moments. Subsequently, 2/rev Mx
and My are the most affected
Torsion ()
Flap (w/r)
Fig. 4.
Histograms of hub vibratory load for stochastic values of ap
cross-sectional stiffness
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 x 104
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
2
4
6 8 Fx 1/rev Harmonic Normal Probability Plot
10
12
14 x 105
0
1
2
3 Fx 2/rev Harmonic
4
5
0.5
1
1.5
2 2.5 3 Fx 3/rev Harmonic Normal Probability Plot
3.5
4
4.5 x 105
0
0.5
1 1.5 Fx 5/rev Harmonic Normal Probability Plot
2 x 105
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 04
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
2
4
6 8 Fy 1/rev Harmonic Normal Probability Plot
10
12
14 x 105
0
1
2
3 4 Fy 2/rev Harmonic
5
6 x 10
0.5
1
1.5 2 2.5 Fy 3/rev Harmonic Normal Probability Plot
3
3.5 x 105
0
2
4
6 8 10 Fz 1/rev Harmonic Normal Probability Plot
12
14
16 x 105
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 x 104
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
1 Fz 2/rev Harmonic
2 x 104
0
1 Fz 3/rev Harmonic
2
2
4 6 Fz 5/rev Harmonic
8 x 10
107
0
2
4 6 Fz 5/rev Harmonic
8 x 10
107
Fig. 5.
Probability distribution plots of shear forces for stochastic
values of ap cross-sectional stiffness
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 2 4 6 8 10 Mz
1/rev Harmonic Normal Probability Plot 12 14 x 105
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
0.5
1
1.5 2 Mx 1/rev Harmonic Normal Probability Plot
2.5
3
3.5 x 104
0
1 My 1/rev Harmonic
2
3 x 104
0
1
2
3 4 Mx 2/rev Harmonic
5
6 x 105
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 0.5 1 1.5 2 Mx
3/rev Harmonic Normal Probability Plot 2.5 3 x 105
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
5
10 My 2/rev Harmonic Normal Probability Plot
15
20 x 106
0
0.5
1
1.5
2 2.5 3 Mz 2/rev Harmonic
3.5
4
4.5 x 105
0
0.5
1
1.5 2 My 3/rev Harmonic Normal Probability Plot
2.5
3
3.5 x 105
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 2 4 6 8 My 5/rev
Harmonic 10 12 14 x 107
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
0.5
1
1.5 2 Mz 3/rev Harmonic
2.5
3
3.5 x 106
0
2
4
6 8 Mx 5/rev Harmonic
10
12
14 x 107
0
2
4 6 Mz 5/rev Harmonic
8
10 x 107
Fig. 6.
Probability distribution plots of moments for stochastic values
of ap cross-sectional stiffness
0.085
C. Stochastic Behaviors of Hub Vibratory Loads Stochastic
behaviors of hub vibratory loads are obtained using the stochastic
behavior of all the cross-sectional stiffness properties together.
Aeroelastic analyses of 6000 rotors with composite blades having
stochastic behaviors of EIy , EIz and GJ stiffness properties are
performed to obtain the stochastic behaviors of hub vibratory
loads. Figure 16 shows histograms whereas Figures 17 and 18 show
the probability distribution plots of hub vibratory loads. From
these gure it can be observed that the maximum variations in the
loads due to uncertainty in each cross-sectional stiffness property
are getting reected in the stochastic behaviors of the hub
vibratory loads for when uncertainty in all the cross-sectional
stiffness properties considered together. Stochastic behaviors of
the hub vibratory loads are summarized in Table 6 as maximum values
of hub vibratory loads at 95% probability. From the summary of
shear forces it can be observed that 1/rev Fx , 2/rev Fx and Fy are
the most affected shear forces whose maximum values at 95 %
probability are about 1.05, 2.07 and 1.96 times that of respective
4/rev loads, respectively. Subsequently, affected shear forces
2/rev Fz , 3/rev Fx and Fy whose maximum values at 95 % probability
are about 0.25, 0.42 and 0.36 times respective 4/rev forces,
respectively. Other considerably affected shear forces 1/rev Fx and
Fy and 3/rev Fz whose maximum values at 95% probability are about
0.17, 0.15 and 0.12 times respective 4/rev shear forces. In case of
hub vibratory moments, similar to sensitivity analysis, maximum
variations are observed in all the harmonics in Mz . Even though,
the baseline values of 4/rev harmonics Mz is quite low which are
about 22 times smaller than 4/rev Mx and My , 1/rev Mz shows quite
high variation which is about 1.4 times that of 4/rev Mx and My .
Subsequently, inuenced moments are 1/rev Mx and My whose maximum
values at 95% probability are about 0.52 and 0.41 times that of
4/rev moments, respectively. Values of 2/rev Mx and My show
considerable inuence with their maximum values at 95% probability
are about 0.27 and 0.24 times of 4/rev values. All other harmonics
shows their values less than 0.1 times that of 4/rev moments.
Figure 19 shows variations in tip responses used for the stochastic
analysis of vibratory loads due stochastic behavior of ap, lag and
torsion cross-sectional stiffness properties. Uncertainty in all
the cross-sectional stiffness shows significant inuence on the lag
response and subsequently on ap and torsion responses. The
peak-to-peak response variations of ap, lag and torsion responses
are about 15.2%, 20.27% and 10.2% with respect to their baseline
values, respectively. IV. C ONCLUSION In this study the stochastic
behaviors of hub vibratory loads due to uncertainty in composite
materials are studied. The stochastic behaviors of composite
material properties obtained from the experimental data in the
literature are used to calculate the stochastic behavior of the
cross-section stiffness properties. Following Conclusions are drawn
from this study.
0.075
Flap (w/r)
0.065
0.055
0.045
0
90
180
270
360
Azimuth angle (degree)0.013
0.004
Lag (v/r)
0.005
0.014
0.023
0.032
0
90
180
270
360
Azimuth angle (degree)0.03
0.02
0.01
Torsion ()
0
0.01
0.02
0.03
0.04
0
90
180
270
360
Azimuth angle (degree)
Fig. 7. Tip responses of rotors for stochastic values of ap
cross-sectional stiffness
Table 3: Maximum values of hub vibratory loads at 95% percent
probability for stochastic behavior of ap stiffness values 1 2 3 5
Fx 0.092 0.285 0.030 0.015 Fy 0.085 0.287 0.023 0.013 Fz 0.074
0.078 0.105 0.43e-4 Mx 0.489 0.063 0.043 1.91e-3 My 0.398 0.020
0.046 1.81e-3 Mz 4.343 1.024 0.099 0.030
moments whose maximum values at 95% probability are about 0.24
and 0.23 times that of 4/rev moments, respectively. 1/rev Mx and My
moments are 0.099 and 0.088 times of that respective 4/rev
harmonics. Variations of all other moment harmonics are less than
0.024 times of that respective 4/rev harmonics. Figure 15 show tip
responses of the rotors used for vibratory load sensitivity
assessment for uncertainty in GJ. Flap deection shows maximum
variation as compared to other responses due to uncertainty in GJ.
Peak-to-peak variation in ap response from its baseline value is
about 13.71% whereas peak-to-peak variations for torsion and lag
response are about 11.5% and about 3.7% from their baseline values,
respectively.
Fig. 8.
Histograms of hub loads for stochastic values of lag
cross-sectional stiffness
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 03
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
5 Fx 1/rev Harmonic
10
15 x 105
0
0.5
1
1.5 2 Fx 2/rev Harmonic Normal Probability Plot
2.5
3 x 10
1
2
3 Fx 3/rev Harmonic
4
5 x 104
0
1
2
3 4 Fx 5/rev Harmonic Normal Probability Plot
5
6
7 x 106
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 03
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
0.5
1 1.5 Fy 1/rev Harmonic Normal Probability Plot
2
2.5 x 105
0
0.5
1
1.5 2 Fy 2/rev Harmonic Normal Probability Plot
2.5
3 x 10
1
2
3 Fy 3/rev Harmonic
4
5 x 104
0
2
4
6 8 Fy 5/rev Harmonic Normal Probability Plot
10
12 x 106
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 04
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
2
4 6 Fz 1/rev Harmonic
8
10 x 104
0
1
2 3 Fz 2/rev Harmonic
4
5 x 10
2
4
6 8 Fz 3/rev Harmonic
10
12
14 x 105
0
0.5
1
1.5 2 2.5 Fz 5/rev Harmonic
3
3.5 x 106
Fig. 9.
Probability distribution plots of shear forces for stochastic
values of lag cross-sectional stiffness
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 x 105
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
2
4
6 Mx 1/rev Harmonic
8
10 x 105
0
2
4 6 Mx 2/rev Harmonic Normal Probability Plot
8
10
1
2
3 4 Mx 3/rev Harmonic Normal Probability Plot
5
6 x 105
0
2
4
6
8 10 12 Mx 5/rev Harmonic Normal Probability Plot
14
16
18 x 107
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 x 105
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
0.5
1
1.5 2 My 1/rev Harmonic Normal Probability Plot
2.5
3 x 105
0
1
2
3 4 5 My 2/rev Harmonic Normal Probability Plot
6
7
1
2
3 4 My 3/rev Harmonic Normal Probability Plot
5
6 x 105
0
2
4
6
8 10 12 My 5/rev Harmonic
14
16
18 x 107
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 04
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
1
2
3
4 5 6 Mz 1/rev Harmonic
7
8
9 x 104
0
0.5
1
1.5
2 2.5 3 Mz 2/rev Harmonic
3.5
4
4.5 x 10
0.5
1
1.5 2 2.5 Mz 3/rev Harmonic
3
3.5
4 x 105
0
2
4 6 Mz 5/rev Harmonic
8
10 x 107
Fig. 10.
Probability distribution plots of moments for stochastic values
of lag cross-sectional stiffness
0.085
0.075
4.
0.065
0.055
0.045
0
90
180
270
360
5.
0.013
0.004
0.005
0.014
6
0.023
0.032
0
90
180
270
360
0.03
0.02
0.01
7
0
0.01
0.02
0.03
0.04
0
90
180
270
360
Fig. 11. Tip responses of rotors for stochastic values of lag
cross-sectional stiffness properties
as compared to other moments and 1/rev Mx and My moments are the
subsequently affected moments. Uncertainty in lag cross-sectional
stiffness show, very high inuence on Second harmonics of Fx and Fy
as was observed as compared to that of other stiffness properties
and 1/rev Fz and 2/rev Fx and Fy are the subsequently affected
moments. All the harmonics Mz have very high inuence of uncertainty
in the EIz as compared to uncertainty in the EIy . Uncertainty in
torsion wise cross-sectional stiffness properties show high inuence
on 1/rev Fz and 2/rev Fx and Fy and subsequently, on 3/rev Fx and
Fy shear forces. In case of moments, similar to other sensitivity
analysis, most affected moment are all harmonics Mz and
subsequently, second harmonics Mx and My whose values are about
0.24 and 0.23 times that of 4/rev moments, respectively. when the
all the cross-sectional stiffness properties are considered with
stochastic behavior, 1/rev Fx , 2/rev Fx and Fy show quite high
inuence whose distribution is about 1-2 times that of respective
4/rev loads whereas 2/rev Fz , 3/rev Fx and Fy show variations upto
0.25-0.40 times that of respective 4/rev loads. Similar to
sensitivity analysis, Mz moments is highly inuenced by the
uncertainty in all the cross-sectional stiffness properties.
Comparison of the sensitivity analysis and the stochastic analysis
of hub vibratory loads with uncertainty in all the blade
cross-sectional stiffness properties show that lag stiffness
uncertainty is responsible for 2/rev, 3/rev Fx and Fy and torsion
stiffness uncertainty is responsible for 1/rev Fx , Fy and Fz .
Uncertainties in ap stiffness properties affects less as compared
to other stiffness uncertainties. Large variations in Mz are
combined effect of uncertainty in lag and torsion stiffness
properties. This comparison helps in minimizing the hub load
variations by minimizing the uncertainties in various
cross-sectional stiffness properties. R EFERENCES 1. Smith, E. C.
and Chopra, I., Aeroelastic Response and Blade Loads of a Composite
Rotor in Forward Flight, AIAA Journal, Vol. 31 (7), 1993, pp.
12651273. Volovoi, V., Hodges, D. H., Cesnik, C., and Popescu, B.,
Assessment of Beam Modeling for Rotor Blade Application,
Mathematical and Computer Modelling, Vol. 33, Nos. 10-11, 2001, pp.
10991112. Friedmann, P. P., Rotary-Wing Aeroelasticity: Current
Status and Future Trends, AIAA Journal, Vol. 42, No. 10, 2004, pp.
1953-1972. Ganguli, R., A Survey of Recent Developments in
Rotorcraft Design Optimization, Journal of Aircraft, Vol. 41, No.
3, 2004, pp. 493-510. Petit, C. L., Uncertainty Quantication in
Aeroelasticity: Recent Results and Research Challenges, Journal of
Aircraft, Vol.43, No. 5, 2004, pp. 12171229.
Table 4: Maximum values at 95% percent probability for
stochastic behavior of lag stiffness values 1 2 3 5 Fx 0.100 1.917
0.367 0.002 Fy 0.016 1.792 0.347 0.003 Fz 0.468 0.232 0.032 0.86e-3
Mx 0.144 0.137 0.085 1.71e-3 My 0.039 0.093 0.080 1.54e-3 Mz 27.322
13.815 1.328 0.027
1. It was noticed that the composite material properties have
stochastic behavior in the form of normal distribution lead to same
form of stochastic behavior with different COV for cross-sectional
stiffness properties. 2. Similar to previous dissimilar rotor
analysis studies, major inuence of uncertainty which brings
dissimilarity was noticed on the non Nb /rev harmonics. Eventhough
the cross-sectional stiffness properties show normal distribution,
the histograms and probability distribution of hub vibratory loads
shows nonlinearity in the distribution. 3. For the uncertainty in
the ap cross-section stiffness the second harmonics of Fx and Fy
shear forces are the most affected shear forces and subsequently,
all the 1/rev, 2/rev and 3/rev Fz shear forces are affected. In
case of moments, Mz moments are the most affected by the
uncertainties
2.
3.
4.
5.
Fig. 12.
Histograms of hub loads for stochastic values of torsion
cross-sectional stiffness
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 1 Fx 3/rev
Harmonic Normal Probability Plot 2 x 10 34
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
2
4
6 8 Fx 1/rev Harmonic Normal Probability Plot
10
12
14 x 105
0
5 Fx 2/rev Harmonic
10 x 10
154
0
1
2
3 4 Fx 5/rev Harmonic Normal Probability Plot
5
6 x 106
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 0.5 1 1.5 Fy 3/rev
Harmonic 2 2.5 x 104
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
2
4
6
8 10 12 Fy 1/rev Harmonic Normal Probability Plot
14
16
18 x 105
0
5 Fy 2/rev Harmonic
10
15 x 104
0
1
2
3 4 Fy 5/rev Harmonic
5
6 x 106
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 1 2 3 4 Fz 3/rev
Harmonic 5 6 x 10 75
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
2
4
6
8 10 12 Fz 1/rev Harmonic
14
16
18 x 104
0
0.5
1 1.5 Fz 2/rev Harmonic
2
2.5 x 104
0
1
2 3 Fz 5/rev Harmonic
4
5 x 106
Fig. 13.
Probability distribution plots of shear forces for stochastic
values of torsion cross-sectional stiffness
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 2 4 6 8 10 Mx
3/rev Harmonic 12 14 16 x 106
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
1
2
3 4 Mx 1/rev Harmonic Normal Probability Plot
5
6 x 105
0
2
4
6
8 10 12 Mx 2/rev Harmonic
14
16
18 x 105
0
2
4
6 8 Mx 5/rev Harmonic Normal Probability Plot
10
12 x 107
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 2 4 6 8 10 My
3/rev Harmonic Normal Probability Plot 12 14 16 x 106
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
1
2
3 4 My 1/rev Harmonic Normal Probability Plot
5
6 x 105
0
2
4
6
8 10 12 My 2/rev Harmonic
14
16
18 x 105
0
2
4
6 8 My 5/rev Harmonic Normal Probability Plot
10
12 x 107
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 x 104
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
1
2 Mz 1/rev Harmonic
3
4 x 104
0
1 Mz 2/rev Harmonic
2
1
2
3 Mz 3/rev Harmonic
4
5 x 10
66
0
1
2
3
4 5 6 Mz 5/rev Harmonic
7
8
9 x 107
Fig. 14.
Probability distribution plots of moments for stochastic values
of torsion cross-sectional stiffness
Table 5: Maximum values at 95% percent probability behavior of
torsion stiffness values Fx Fy Fz Mx My 1 0.100 0.119 0.931 0.100
0.089 2 0.918 0.891 0.111 0.242 0.228 3 0.204 0.189 0.033 0.024
0.022 5 4.13e-3 3.77e-3 2.79e-3 2.03e-3 1.88e-3
for stochastic Mz 13.552 6.594 0.196 0.029
9.
10.0.085
0.075
11.
0.065
0.055
12.0 90 180 270 360
0.045
Azimuth angle (degree)0.013
13.0.004
Lag (v/r)
0.005
0.014
14.
0.023
15.0.032 0 90 180 270 360
Azimuth angle (degree)0.03
0.02
16.
0.01
0
0.01
17.
0.02
0.03
0.04
0
90
180
270
360
Azimuth angle (degree)
18.
Fig. 15. Tip responses of rotors for stochastic values of
torsion cross-sectional stiffness
19. 6. Kim, T. K., and Hwang, I. H., Reliability Analysis of
Composite Wing Subjected to Gust Loads, Composite Structures, Vol.
66, Nos. 1-4, 2004, pp. 527-531. Pradlwarter, H. J., Pellissetti,
M. F., Schenk, C. A., Schuller, G. I., Kreis, A., Fransen, S.,
Calvi, A., and Klein, M., Realistic and Efcient Reliability
Estimation for Aerospace Structures, Computer Methods in Applied
Mechanics and Engineering, Vol. 194, Nos. 12-16, 2005, pp.
1597-1617. Koutsourelakis, P. S., Kuntiyawichai, K., and Schuller,
G. I., Effect of Material Uncertainties on Fatigue Life
Calculations of Aircraft Fuselages: A Cohesive Element Model,
Engineering Fracture Mechanics, Vol. 73, No. 9, 2006, pp.
1202-1219.
20.
7.
21.
8.
22.
Murgan, S., Ganguli, R. and Harursampath D., Aeroelastic
Response of Composite Helicopter Rotor with Random Material
Properties, Journal of Aircraft, Vol. 45, No. 1, January-February,
2008, pp. 306-322. Salim, S., Yadav, D., and Iyengar, N. G. R.,
Analysis of Composite Plates with Random Material Characteristics,
Mechanics Research Communications, Vol. 20, No. 5, 1993, pp.
405-414. Yadav, D., and Verma, N., Buckling of Composite Circular
Cylindrical Shells with Random Material Properties, Composite
Structures, Vol. 37, Nos. 3-4, 1997, pp. 385-391. Onkar, A. K., and
Yadav, D., Non-linear Response Statistics of Composite Laminates
with Random Material Properties under Random Loading, Composite
Structures, Vol. 60, No. 4, 2003, pp. 375383. Onkar, A. K., and
Yadav, D., Forced Nonlinear Vibration ofLaminated Composite Plates
with Random Material Properties, Composite Structures, Vol. 70, No.
3, 2005, pp. 334-342. Rosen A and Ben-Ari R 1997 Mathematical
modelling of a helicopter rotor track and balance: theory Journal
of Sound and Vibration 200 589-603. Wang, J. M. and Chopra, I.,
Dynamics of Helicopters with Dissimilar Blades in Forward Flight,
17th European Rotorcraft Forum (Berlin, Germany), 1991 Ganguli, R.,
Chopra, I. and Haas, D. J., Simulation of Helicopter Rotor-System
Damage, Blade Mistracking, Friction, and Freeplay, Journal of
Aircraft, Vol. 35, 1998, pp. 591-597. Yang, M., Chopra, I. and
Haas, D. J., Vibration Prediction for Rotor System with Faults
using Coupled Rotor-Fuselage Model, Journal of Aircraft, 2004 Vol.
41, pp. 348-358. Hemant K. Singh, Prashant M. Pawar, Ranjan
Ganguli, Sung Nam Jung On the effect of mass and stiffness
unbalance on helicopter tail rotor system behavior, Aircraft
Engineering and Aerospace Technology 2008, 80, 2, 129 - 138
McKillip, R., Digital SMA-based Tracking Tabs for One-per-rev
Vibration Reduction, AHS International 59th Annual Forum
Proceedings (Phoenix, AZ, USA) pp.1692-1719, May 2003. Hall, S.R.;
Spangler, Jr.; Ronald L., Piezoelectric Helicopter Blade Flap
Actuator, Massachusetts Institute of Technology (Cambridge, MA),
U.S. patent 5,224,826 , July 1989 Roget, B. and Chopra, I.,
Individual Blade Control Methodology for a Rotor with Dissimilar
Blades, Journal of the American Helicopter Society, Vol. 48, (3),
Jul 2003, pp. 176-185. Prashant M Pawar and Sung Nam Jung1 Active
twist control methodology for vibration reduction of a helicopter
with dissimilar rotor system, Smart Mater. Struct. 18 (2009) 035013
(11pp)
Flap (w/r)
Torsion ()
Fig. 16.
Histograms of hub loads for stochastic values of all the
cross-sectional stiffness properties
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 1 2 3 4 Fx 3/rev
Harmonic Normal Probability Plot 5 6 x 104
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
0.5
1 1.5 Fx 1/rev Harmonic Normal Probability Plot
2
2.5 x 104
0
0.5
1
1.5 2 Fx 2/rev Harmonic Normal Probability Plot
2.5
3
3.5 x 103
0
0.5
1 1.5 Fx 5/rev Harmonic Normal Probability Plot
2 x 105
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 1 2 3 4 Fy 3/rev
Harmonic Normal Probability Plot 5 6 x 104
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
1 Fy 1/rev Harmonic Normal Probability Plot
2 x 104
0
0.5
1
1.5 2 Fy 2/rev Harmonic Normal Probability Plot
2.5
3
3.5 x 103
0
0.5
1 1.5 Fy 5/rev Harmonic Normal Probability Plot
2
2.5 x 105
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 04
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
0.5
1 1.5 Fz 1/rev Harmonic
2 x 103
0
1
2 3 Fz 2/rev Harmonic
4
5 x 10
1 Fz 3/rev Harmonic
2
3 x 104
0
1
2
3 4 Fz 5/rev Harmonic
5
6
7 x 106
Fig. 17.
Probability distribution plots of shear forces for stochastic
values of all the cross-sectional stiffness
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 1 2 3 4 Mx 3/rev
Harmonic Normal Probability Plot 5 6 7 x 105
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
0.5
1
1.5 2 Mx 1/rev Harmonic Normal Probability Plot
2.5
3
3.5 x 104
0
0.5
1 1.5 Mx 2/rev Harmonic Normal Probability Plot
2
2.5 x 104
0
0.5
1 1.5 Mx 5/rev Harmonic Normal Probability Plot
2
2.5 x 106
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0 x 104
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
0.5
1
1.5 My 1/rev Harmonic
2
2.5 x 104
0
1 My 2/rev Harmonic Normal Probability Plot
2
1
2
3 4 My 3/rev Harmonic Normal Probability Plot
5
6
7 x 105
0
0.5
1 1.5 My 5/rev Harmonic Normal Probability Plot
2
2.5 x 106
Normal Probability Plot
0.999 0.997 0.99 0.98 0.95 0.90 Probability Probability 0.75
0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 0.75 0.50 0.25 0.10
0.05 0.02 0.01 0.003 0.001
0.999 0.997 0.99 0.98 0.95 0.90 Probability 04
0.999 0.997 0.99 0.98 0.95 0.90 0.75 0.50 0.25 0.10 0.05 0.02
0.01 0.003 0.001
0.75 0.50 0.25 0.10 0.05 0.02 0.01 0.003 0.001
0
2
4
6 Mz 1/rev Harmonic
8
10 x 104
0
1
2
3 4 Mz 2/rev Harmonic
5
6 x 10
0.5
1
1.5 2 2.5 Mz 3/rev Harmonic
3
3.5
4 x 105
0
2
4
6
8 10 12 Mz 5/rev Harmonic
14
16
18 x 107
Fig. 18.
Probability distribution plots of moments for stochastic values
of all the cross-sectional stiffness properties
Table 6: Maximum values at 95% percent probability for
stochastic behavior of all the stiffness values Fx Fy Fz Mx My Mz 1
0.172 0.151 1.055 0.523 0.410 31.005 2 2.070 1.963 0.248 0.271
0.240 15.858 3 0.417 0.359 0.118 0.097 0.097 1.343 5 0.016 0.014
3.10e-3 3.40e-3 3.15e-3 0.050
Blade Tip Response (Flap) 0.085 0.08 0.075 0.07 w/r 0.065 0.06
0.055 0.05 0.045
tural Behaviour of Composite Materials Structural Components,
Composite Structures, Vol. 32, Nos. 1-4, 1995, pp. 247-253. 27.
Singh, B. N., Yadav, D., and Iyengar, N. G. R., Free Vibration of
Composite Cylindrical Panels with Random Material Properties,
Composite Structures, Vol. 58, No. 4, 2002, pp. 435-442. 28. Jung,
S. N., Nagaraj, V. T. and Chopra, I. Rened Structural Dynamics
Model for Composite Rotor Blades, AIAA Journal, Vol. 39 (2), 2001,
pp. 339348.
0
50
100
150 200 250 Azimuth angle (degree) Blade Tip Response (Lag)
300
350
400
0.015 0.01 0.005 0 0.005 v/r 0.01 0.015 0.02 0.025 0.03 0.035 0
50 100 150 200 250 Azimuth angle (degree) Blade Tip Response
(Torsion) 0.03 300 350 400
0.02
0.01
phi (rad)
0
0.01
0.02
0.03
0.04
0
50
100
150 200 250 Azimuth angle (degree)
300
350
400
Fig. 19. properties
Tip responses of rotors for stochastic values all the
stiffness
23.
Leishman, J. G. and Beddoes, T. S. A semiempirical model for
dynamic stall, Journal of American Helicopter Society, Vol. 34,
1989, pp. 3-17. 24. Bagai, A. and Leishman, J. G., Rotor freewake
modeling using a pseudo-implicit technique including comparisons
with experiment, Journal of American Helicopter Society, Vol. 40,
1995, pp. 2941. 25. Smith, E. C., Vibration and Flutter of
Stiffinplane Elastically Tailored Composite Rotor Blades,
Mathematical and Computer Modelling, Vol. 19 (3-4), 1994, pp.
27-45. 26. Vinckenroy, G. V. and Wilde, W. P. De., The Use of Monte
Carlo Techniques in Statistical Finite Element Methods for the
Determination of the Struc-