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http://www.iaeme.com/IJMET/index.asp 36 [email protected]
International Journal of Mechanical Engineering and Technology (IJMET)
Volume 9, Issue 2, February 2018, pp. 36–48, Article ID: IJMET_09_02_004
Available online at http://www.iaeme.com/IJMET/issues.asp?JType=IJMET&VType=9&IType=2
ISSN Print: 0976-6340 and ISSN Online: 0976-6359
© IAEME Publication Scopus Indexed
AN APPROACH TO THE DESIGN OF
COMPOSITE RADOME FOR AIRBORNE
SURVEILLANCE APPLICATION
S. Ilavarasu
Research Scholar, Department of Aerospace Engineering, Jain University,
Bangalore, India & Scientist, Center for Airborne Systems, DRDO, Bangalore, India
A. C. Niranjanappa
Scientist, Center for Airborne Systems, DRDO, Bangalore, India
Mandeep Singh
Scientist, Center for Airborne Systems, DRDO, Bangalore, India
P.A. Aswatha Narayana
Visiting Professor, IIAEM, Jain University, Bangalore, India
ABSTRACT
Design of radome is a multidisciplinary task involving structural and electrical
studies. In contrary, design of radome is always a delicate compromise between
electrical and structural requirements. A- Sandwich and C- Sandwich radome are
widely used in airborne application. C - Sandwich offer wide working bandwidth and
withstand high mechanical strength. This paper discusses the approach for the design
of radome, especially for airborne surveillance application. This paper presents a
review of radome design, which includes material selection, various load cases, static
structural analysis, estimation of aerodynamic pressure load, bird impact study,
fabrication aspects, material characterization, and electromagnetic study of radome
structure. Mechanical characterization and bird impact analysis of C – Sandwich
structure are discussed in detail.
Key words: Radome, Surveillance, Sandwich, Bird Impact.
Cite this Article: S. Ilavarasu, A.C. Niranjanappa, Mandeep Singh, P.A. Aswatha
Narayana, An Approach to the Design of Composite Radome for Airborne
Surveillance Application, International Journal of Mechanical Engineering and
Technology 9(2), 2018, pp. 36–48.
http://www.iaeme.com/IJMET/issues.asp?JType=IJMET&VType=9&IType=2
1. INTRODUCTION
Radome is a structural weather proof enclosure or cover that protects radar system from
environment. The radar system transmits and receives the signals and hence the radome
An Approach to the Design of Composite Radome for Airborne Surveillance Application
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should be designed in such way to not only minimally attenuate electromagnetic signals
transmitted but also must have high mechanical strength [1]. E glass, S-glass D-glass,
Terylene, Quartz, Kevlar are the most common reinforcement fibres for the radome. S-glass,
possesses good structural strength while D-glass provides better electrical properties and
structural stability. Quartz fibre is a good reinforcement since it possesses good thermo
mechanical properties and has a dielectric constant close in value to many of the recipient
resin materials [2]. Epoxy and polyester are common matrix materials used for radome
applications.
Figure 1 Radome Wall Structure. (a) Thin wall, (b) Half wavelength (c) A - Sandwich, (d) B -
Sandwich, (e) C - Sandwich, (f) Multilayer
Radome material is divided in to those forming a) wall b) core c) finish and coating.
Radome styles are defined according to the dielectric wall construction. There are 5 basic
styles, thin walls, half wavelength wall, A- Sandwich, B - Sandwich, C-Sandwich and
multilayer. Figure. 1 shows the radome wall structure. The core material of A-Sandwich type
radomes typically has the form of either honeycomb structures or foams. For airborne
applications, foams have the advantage that a closed-cell structure can be obtained and so
penetration by moisture can be avoided. Foam offers the potential of a high strength to weight
ratio, a low dielectric constant and low loss. A number of polyurethane rigid foams are used
in industry having advantages and disadvantages. This paper focuses on approach followed
for the design radome for airborne surveillance applications.
2. REVIEW OF LITERATURE
Glass Fibre Reinforced Plastic (GFRP) when used as face sheets for A-Sandwich radomes,
offer low weight and relatively low production costs, but these materials cannot withstand
high temperatures and for higher-velocity missile applications. The use of inorganic materials,
such as glass ceramics are widely used for missile application. Honeycomb aramid paper is
the most common core materials used for aircraft. Honeycomb core cells for aerospace
applications are usually hexagonal. Apart from hexagonal cell shape honeycombs are
available in over expanded core and flex core.
Due to the closed cell formation of polymethacrylimide (PMI) moisture absorption is
minimal and also it saturates at a very low value compared to aramid based honeycombs[3].
Despite many benefits over traditional honeycomb cores, foams lack in few mechanical
strength aspects, specially in compressive strength. Also thermoforming of the thick foam for
complex shapes is still in a progressive stage and lacks in maturity, whereas flex core based
honeycombs can be used with ease to perform these tasks.
S. Ilavarasu, A.C. Niranjanappa, Mandeep Singh, P.A. Aswatha Narayana
http://www.iaeme.com/IJMET/index.asp 38 [email protected]
Kyung Won Lee [4] proposed a simple design equation for A-sandwich radome design for
aircrafts, missiles as well as fixed ground installations. The input parameters required are
operating frequency and transmittance. The electrical performance of A-sandwich radome
depends on the distance between the thin walls and skin material. When the material constant
(Ɛr1 & Ɛr2) and thickness (d) of the skin are selected, the optimum operable frequency (fop) of
the radome is estimated as in equation (1). The thickness of core can be obtained from
equation (2) by assuming half wavelength at fop.
√
√
The manufacturing tolerance for fabrication of airborne radome is important. A detailed
study on the effect of variation of core thickness from the baseline thickness up to 5% was
studied by A Kedar and U.K Revankar [5] and detailed analysis show the value of Radome
Transmission Efficiency(RTE) is above 97% for different core thickness wherein electrical
performance can be maintained within tolerable limits ± 2 mm. Effect of variation in skin
thickness (range ± 5% of skin thickness) does not have much effect on RTE and Insertion
Phase Delay (IPD) for angle of incidence 0 deg. It was absorbed to have some effect for
incidence angle for 60 deg. To protect from environmental effects paint layer is provided and
the study reveals a variation of ± 1% of paint thickness will have no effect on performance of
radome.
C - sandwich consists of two equal thickness outer skins, a center skin whose thickness is
twice that of outer skins and two equal thickness core. This configuration is called symmetric
C sandwich and may be of two identical A sandwich back to back. A technique for optimizing
the symmetric C - sandwich by means of cancelling reflection co efficient does not seem to be
available in open literature. V. Dicaudo [6] proposed a procedure using simple Smiths chart
and concluded that the procedures for determining the A - sandwich and C - sandwich
optimum core thickness at parallel polarization are identical to those outlined for
perpendicular polarization. It has been found that not much research activities have been
carried out on characterization of C - Sandwich structure.
A. G. Hanssen, Y. Girard et al [7] studied an experimental bird strike test carried out on a
sandwich specimen and the same problem was simulated in a nonlinear explicit finite element
program LS Dyna. To model the bird, Lagrangian Eulerian formulation is used. In the
numerical simulation of impact test, formulation of the bird is very important. The simulation
results will match the experimental results only when the formulation of the bird had done
properly. Based on the studies done on different species of bird that involve in impact, bird
shapes are finalized to flat or hemispherical ended cylinder. The bird will have a length to
diameter ratio of two [8].
Hongxu Wang [9], experimentally investigated the medium velocity impact response of
sandwich panels with five different cores and were compared in terms of contact force, energy
absorption, depth of indentation, overall bending deflection. They observed that the core
material is found to be very important in the target deformation, energy absorption, damage
mechanisms, and penetration resistance of the sandwich panel.
Anderson and Madenci [10], have examined the low-velocity impact characteristics for
sandwich composites with a Rohacell foam core. They have concluded that the damage
An Approach to the Design of Composite Radome for Airborne Surveillance Application
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resistance of a sandwich structure can be improved by increasing the thickness of the face
sheets and increasing the density of the core.
3. DESIGN APPROACH FOR RADOME
Design of radome is a multidisciplinary task involving structural and electrical studies. The
electrical performance and mechanical properties are often mutually exclusive and
compromise to be taken while selecting the material. The following block diagram is
proposed for the design of airborne radome structure. The important phase of design is
requirement capture. Radomes for airborne surveillance applications may also be required to
operate in either a dual, broad or multiband role. The electrical requirements like frequency of
operation, band width are important parameters.
The required electrical property of radome material selected to be as low or optimum
dielectric constant & loss tangent with material density, temperature, frequency, radiation
effects etc. In the same time the required material property like strength, stiffness and impact
to be good enough for withstanding aerodynamic and static load conditions. Aramid fiber
radome structures have better electromagnetic transmission and mechanical characteristics
than those of E-glass/ epoxy radomes [5]. Quartz fibre possesses good thermo mechanical
properties with low dielectric constant.
A – Sandwich radome are widely used in airborne application as offer low weight and
relatively low production costs, but these materials cannot withstand high temperatures. The
thickness of core and operational frequency can be selected as discussed in equation (1) & (2)
shown above. C – Sandwich structure offer wide working bandwidth and withstand high
strength.
Figure 2 Block diagram for radome design
S. Ilavarasu, A.C. Niranjanappa, Mandeep Singh, P.A. Aswatha Narayana
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Determination of layer orientation defines the strength of face sheet. Finite element
analysis gives an idea about the strength and stiffness of the material. Having finalized the
design of core, fiber and number of layers, flat panels of 1 m by 1m is required to be
fabricated to assess electromagnetic performance & mechanical characteristics of radome.
Electromagnetic analysis using HFSS simulation software can be used for EM evaluation.
A sample of radome material is analysed by keeping periodic boundary conditions in the
simulation to form an infinite sheet
Coupons are fabricated as per ASTM standard for estimation of material allowable. Wet
layup technique or prepreg can be used for the fabrication of coupons followed by post
curing. Mechanical tests on sandwich coupons are performed as per ASTM standards for the
estimation of strength and stiffness. Four-point bending test allows to estimate the flexural
strength of sandwich specimen.
Impact test or analysis using LS Dyna software assesses the impact strength capability of
radome panel. The material allowable estimated are thus used for finite element analysis.
Smooth Particle Hydrodynamics (SPH) method is used to model the bird for impact analysis.
SPH is a meshless lagrangian numerical technique used to model the fluid equations of
motion. In SPH a fluid is represented with a set of moving particles evolving at the flow
velocity.
Based on the results obtained, the structural and electrical parameters are analysed and
reviewed. If the required parameters are not achieved, revisit of material specification is done
carefully.
4. AERODYNAMIC PRESSURE ANALYSIS
Radome is an external part of aircraft is subjected to external aerodynamic loads, hence must
be structurally strong enough to sustain aerodynamic pressure loads. Aerodynamic pressure
distribution can be estimated by Computational Fluid Dynamics (CFD) methods or wind
tunnel test. Aerodynamic forces can be estimated by force method or pressure distribution
methods. Pressure co efficient for different aerodynamic angles are to be estimated by wind
tunnel tests. The coefficient obtained is to be extrapolated using Prandtl Glauert
compressibility correction for higher Mach number.
CFD methods are popular nowadays and many commercial codes are available. Fluid and
material properties, flow physics model, and boundary conditions are applied with the help of
solver. The radome structure has to be designed for critical design case as specified by
original equipment manufacturer (OEM). In the absence of critical design cases as a
conservative measure extreme pressure (maximum and minimum) values generated for a
range of aerodynamic angles and velocity are considered for finite element structural analysis
[11,12]
5. FABRICATION OF TEST PANEL
The test panels are manufactured as per ASTM standard and cured in autoclave with specified
cure cycle. The testing specimens are cut from solid laminated panels, sandwich panel in
accordance with the testing standards. Laminated panels were inspected using non-
destructive method ultrasonic pulse echo method. The test coupons are to be tested in Room
Temperature Dry (RTD) and Elevated Temperature Wet (ETW). Specimen dimensions should
be taken before moisture conditioning. Test environments were defined as follows:
An Approach to the Design of Composite Radome for Airborne Surveillance Application
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RTD = 23ºC ± 3ºC, 50 ± 10% Relative Humidity (RH)
ETW = 82ºC ± 3ºC.
In the present case C- sandwich coupons were tested in RTD condition. The test panels
and coupons were tested for some electromagnetic performance and mechanical
characterization and the results are discussed as below. Figure 3 show the photograph of C –
Sandwich test panel.
Figure 3 C – Sandwich test panel
6. MECHANICAL PROPERTIES OF SANDWICH PANEL
Ilbeom Choi [13] constructed low-observable radome with a sandwich construction composed
of aramid/epoxy composites faces, foam core which had the abilities of transmitting EM
waves selectively in the X-band range. The mechanical properties of radome made of
aramid/epoxy composite were measured by the 3-point bending test and compared with
conventional low-observable radome made of E-glass/epoxy composite. The dielectric
constant and loss tangent of the aramid/epoxy composite measured by the free space
measurement method. Unlike metallic material, composite sandwich materials lack of reliable
data, hence it is essential that an accurate experimental characterization of the materials is
essential. The data generated will help the designer in choosing the more appropriate material
and to assess the stress field in the sandwich panel. Flatwise compression, tension and flexure
tests were carried out to estimate the mechanical properties of sandwich radome. The specific
mechanical tests were carried out as per ASTM standards to estimate the stiffness and
strength properties.
6.1. Flatwise Compression Test
Figure 4 Load-Displacement curve of flatwise compression test
S. Ilavarasu, A.C. Niranjanappa, Mandeep Singh, P.A. Aswatha Narayana
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Figure 4 represents the load vs. displacement plot of flatwise compression test for C-
sandwich structure with Nomex as core material. Flatwise tensile test provides data for
design, related to flatwise tensile strength & modulus of the cores alone and also the
combined strength of core & core-to-facing bond under tensile loading.
6.2. Flatwise Tensile Test
Figure 5 shows the load vs displacement plot for flatwise tensile test. The flatwise tensile
strength for C-sandwich structure with Nomex honeycomb core has maximum loads carrying
capacity of 6890 N, with a related displacement of 3.59 mm. The average equivalent tensile
strength of the honeycomb core is about 2.756 MPa. The equivalent tensile strength of the
core is about 1.56 times of the equivalent compressive collapse strength.
Figure 5 Load-Displacement plot for Flatwise Tensile test
6.3. Flexural Test (ASTM C393)
Flexural test provides data for design, pertaining to flatwise flexural strength and stiffness of
sandwich panel. Four-point and three-point loading fixtures are employed to load the long
beam specimens and to determine the flexural parameters like facing modulus and panel
bending stiffness. Short span three-point test is done to determine the core shear strength and
panel shear rigidity. Figure 6 show the arrangement of test for short beam, 3- point and 4-
point flexure.
Figure 6 C-Sandwich in Short Beam flexure test fixture mounted with AE Sensor (a) short Beam
Flexure (b) 3 Point Flexure (c) 4 Point Flexure
Figure 7 represents the load-displacement plot for flatwise flexure test where the linear-
elastic behaviour was observed initially. The failure was localised failure under concentrated
loading point
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Figure 7 Load-displacement plot for flatwise flexure test
The short beam flexural testing had core shear strength of 0.58 Mpa respectively. The
specimens failed by transverse shear in the core. Initial failure occurred by wrinkling of top
face sheet at the loading point, further core crushing occurs due to localised indentation. The
failure occurs when the maximum shear stress reaches the critical value of the core material.
Figure 8 shows the comparison of core shear strength.
Figure 8 Comparison of Core shear strength for C- Sandwich
The flexural strength is expressed by the following equation
The shear stress can be computed as below
where, τ = core shear stress in MPa, P = load on specimen in N, L = length of specimen in
mm, b = width of specimen in mm. The shear modulus can be calculated as follows:
S. Ilavarasu, A.C. Niranjanappa, Mandeep Singh, P.A. Aswatha Narayana
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where G = core shear modulus in MPa, S = ΔP/Δu, slope of initial portion of load-
deflection curve in N/mm, u = displacement of loading plates, t = thickness of core in mm
7. STRUCTURAL MODELLING AND ANALYSIS
It is mandatory to estimate the stress levels of radome when subjected to aerodynamic loading
conditions, emergency landing conditions and bird impact loads as per FAR 25 specifications.
Emergency landing conditions are defined below
9g forward
6g down
3g side
1.5g rear
Popular tools such as CATIA V5 R20, Altair Hypermesh, finite element codes such as
ANSYS and bird impact analysis tool LS-Dyna are used for generating the solid model, FE
mesh generation, static analysis and impact analysis respectively. The material properties
obtained from the coupon test is used for FE analysis. Following methodology is followed to
perform structural analysis of the composite radome structure.
Face sheet is idealized using 2D Shell elements and Core is idealized using 3D Solid elements.
All the bolts are simulated using beam elements, beam element ends are connected to the bolt
holes in the structural components using RBE3 elements.
Perfect bonding is assumed between core and face sheet for static analysis.
Maximum strain criteria are used for Composite Radome analysis.
A detailed FE analysis will provide radome displacement and the stress distribution. This
intern will give the margin of safety.
8. BIRD IMPACT DAMAGE
The Radome must be capable of successfully completing a flight during which likely
structural damage occurs as a result of impact with a 4-pound bird when the velocity of the
airplane relative to the bird along the airplane‟s flight path is equal to Vc at sea level or 0.85 x
Vc at 8000 feet, whichever is more critical. Bird impact test or analysis can be used for
substantiating the impact strength of radome material.
Bird impact analysis is modeled using a mesh less lagrangian technique called smooth
particle hydrodynamics. In high velocity impact simulation and crash simulation mesh
distortions are more. SPH is the best proven method for this kind of problems involving large
mesh distortions. The fluid is represented by a group of moving particles changing their
position with respect to fluid velocity. The particles of SPH are denoted as an interpolation
points on which all fluid properties are known. Particle distribution of bird is similar to mesh
of the target in order to maintain a proper interaction between nodes to surface contact.
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Figure 9 Bird Impact on C-sandwich panel at different intervals of time
The shape of the bird is chosen to be a cylindrical to represent an experimental bird
model. The bird is modeled such that their length is twice that of diameter and possesses a
weight of 4 pound with a density of 938.5 Kg/m3. The bird is modeled with a diameter of
0.112m and a length of 0.224m. The different stage of the bird impact on 1m X 1m, C-
Sandwich panel is given in figure 9. The following are the observations for the impact of 4-
pound bird at a speed of 150m/s.
No penetration observed.
No fragments of secondary projectiles formed.
Hence C-Sandwich panel is capable of withstanding the impact of 4-pound bird at a speed
of 150 m/s.
9. ELECTROMAGNETIC SIMULATION
C - Sandwich panel was tested in planar near field measurement facility for EM transparency
in S band for 2.5 GHz and 4.5 GHz. The test set up for measurement is shown Fig. 10. The
measured antenna patterns with and without radome material is as shown in Fig. 11 and 12.
S. Ilavarasu, A.C. Niranjanappa, Mandeep Singh, P.A. Aswatha Narayana
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Figure 10 Electro Magnetic measurement set up
Figure 11 Pattern for Antenna and radome (frequency = 2.5 GHz)
Figure 12 Pattern for Antenna and radome (frequency = 4.5 GHz)
An Approach to the Design of Composite Radome for Airborne Surveillance Application
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There is no significant change in the antenna patterns in main lobe as well as side lobe
level, beam width and the beam pointing angle. The radome hence concluded as
electromagnetically transparent with very minimal effect on antenna radiation properties in S-
Band.
10. ACCEPTANCE CRITERIA
The radome structure must be designed so that material ultimate strength will not be exceeded
at ultimate loads. Ultimate load is limit load multiplied by 1.5. The allowable stress must
include the effects of material strength reduction due to action of moisture and elevated
temperature. The material allowable as estimated in para 6 to be used. The criteria for
deflection of radome in general can be defined as the radome should not interfere with any
other component or the deflection of radome should not be more than 10 to 15 mm to the
nominal value [12]. The acceptance criteria for impact load are as follows. The bird should
not penetrate or debris due to damage should not come out. Any crack on the test specimen as
a result of impact is acceptable.
11. CONCLUSIONS
The design of radome involves multi-disciplinary activities that involve deign of electrical
and structural aspects. Structural design involves aerodynamic load estimation, bird impact
analysis, mechanical testing in Room temperature dry and elevated temperature wet
conditions, FEM analysis, certification etc. The design approach for an airborne surveillance
system mounted on top of aircraft fuselage has been discussed. The experimental test such as
flatwise compression, flatwise tension, flexural short beam, long beam 3-point test and 4 point
tests were performed accordingly as per ASTM standards. Some of the results for impact
strength, pattern for antenna and radome for flat panel sandwich radome estimated are also
discussed.
ACKNOWLEDGEMENTS
The authors would like to thank MS Easwaran, Director, CABS and Suma Varughese,
Programe Director, AEW&C & USHAS for their technical support. The authors express their
sincere thanks to Dr. V. Arumugam, MIT, Chennai for the conduct of mechanical tests at
departmental facility.
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