Structural Substantiation · Portfolio Case Study

Radome Cooling System Installation Structural Substantiation

DHC-8-100 · External Aerodynamic Loads · Composite Joints · CLPT · Radome Cut-Outs

DHC-8-100Aerodynamic LoadsComposite LaminateJoint Allowables3D Rigid-Body LoadsCLPTStress ConcentrationsMargins of Safety

INTRODUCTION

Static-strength substantiation of the Radome Cooling System installation on a DHC-8-100, covering the two forward exhaust assemblies, aft intake shield, drain component, composite joints and the local radome cut-outs.

External aerodynamic demand is bounded at sea-level maximum operating speed and carried through component-level aerodynamic idealizations, 3D rigid-body fastener reactions, Classical Laminate Plate Theory (CLPT), PTFE plate/shear checks and radome stress-concentration assessment.

AIRCRAFTDHC-8-100Exterior radome modification
BOUNDING SPEED242 ktSea-level VMO,max = 408.45 ft/s
PRIMARY MATERIALSGlass/Epoxy + PTFEFiberglass Style 1581 / EPOCAST 50-1A; PTFE drain
SUBSTANTIATION ROUTEAero → Joints → LaminateRigid-body loads, CLPT, plate/shear and cut-out checks
Technical figure from the Radome Cooling System structural substantiation.
Radome Cooling System installation on the DHC-8-100.

DESIGN ASSESSMENT

FWD EXHAUSTSLH + RH external outlets

Each exhaust is treated as an external aerodynamic body with lift and drag resolved at its CoG.

AFT INTAKEShield-angle drag body

The exposed shield angle is assessed at the orientation that maximizes drag.

DRAINPTFE local component

Aerodynamic load, fastener demand, annular-plate bending and outlet shear are checked separately.

RADOME INTERFACEFour local cut-outs

Cut-out stress concentrations are assessed against the published radome laminate strengths.

Load-Path Rationale

I treated each cooling-system component as its own aerodynamic body because the exposed geometry and governing coefficient are different for the exhausts, aft-intake shield, and drain. Ultimate lift/drag is applied at each component CoG, the CoG offset is converted into attachment-plane moments, and the combined force/moment set is distributed to the fasteners with 3D rigid-body analysis. The joint check is then separated from the component-material check: the exhaust laminate is substantiated with CLPT, the PTFE drain with annular-plate bending and direct shear, and the radome interface with local cut-out stress-concentration factors. This preserves a traceable load path without forcing unlike failure mechanisms into one model.

Component-by-component load path

Different exposed shapes are not forced into one aerodynamic coefficient. Each component is idealized using the geometry and loading mechanism that best bounds its external demand, then the resulting forces are transferred into its own fastener group.

Technical figure from the Radome Cooling System structural substantiation.
Cooling-system assemblies and their radome interfaces.

Radome Cooling System Installation Components

The following schedule captures the structural parts, material systems, thicknesses and laminate orientations that participate in the load path.

Structural components, material systems, thicknesses and laminate orientations.

Component Name

Thickness

[in]

Material No of Plies Orientation
Meshes 0.08 Chemical-Resistant Polypropylene - -
Drain 0.63 PTFE - -
Flange Holders 0.06

Fiberglass Cloth - Style 1581 (MIL-C-9084)

EPOCAST 50-1A Resin System and Hardener 9816

The Mixing Ratios, Application, and Curing Schedule are per the Manufacturer's Instructions.

6 0°/45°/90°/0°/-45°/-90°
Flange Mesh Restrains 0.125
Intake Flange 0.125 12 0°/45°/90°/0°/-45°/-90°/0°/45°/ 90°/0°/45°/90°
LH & RH FWD Exhausts 0.125
Radome-Intake Flange 0.125
Shield Angle 0.188 18 0°/45°/90°/0°/-45°/-90°/0°/45°/ 90°/ 0°/45°/90°/0°/ 45°/90°/0°/-45°/-90°

Material Properties

Material allowables used for the PTFE drain and the glass-fiber/epoxy laminate are summarized below.

PTFE material properties used for the drain assessment [Technical Data Sheet-PTFE Sheet-9266K114, Plastic Sheet (and Film) Polytetrafluoroethylene-MIL-P-22241B, Technical Data Sheet-PTFE Sheet]

PTFE Plastic Sheet and Bar

t=0.75”

Unit
Ftu 2.00 ksi
Fcy 1.45 ksi
Fsu 0.725 ksi
Fbru 1.85 ksi
Ef 50 ksi
μ 0.46 -
ρ 0.077 lbm/in3
LAMINATE BUILD
Symmetric + balanced

Fiberglass Cloth Style 1581 is saturated with EPOCAST 50-1A / Hardener 9816. Wet layup is vacuum-assisted at approximately 20 inHg, cured overnight at room temperature and post-cured for 24 hours.

ALLOWABLE BASIS
Hot-wet lower-bound philosophy

The source does not claim test-derived allowables for the as-built laminate. Instead, conservative hot-wet properties are selected and then reduced by an additional 25% to account for fabrication uncertainty.

LONGITUDINAL TENSION
Ftu1 = 32.11 ksi

Knocked-down laminate tensile strength in the material 1-direction.

TRANSVERSE TENSION
Ftu2 = 25.75 ksi

Knocked-down tensile strength in the material 2-direction.

COMPRESSION
Fcu1 = Fcu2 = 36.14 ksi

Conservative compression strengths retained for the CLPT checks.

IN-PLANE SHEAR
Fsu12 = 8.44 ksi

Knocked-down laminate shear strength used by the ply-level failure assessment.

Technical figure from the Radome Cooling System structural substantiation.
Typical composite strength data across representative cure and post-cure conditions [Composite Materials Handbook-MIL-HDBK-17-1F - 5F]
Interlaminar shear allowable: the cited fiberglass data span approximately 5.5–10.4 ksi. The analysis starts from the 6.5 ksi typical ILSS noted in the composite reference and applies the same 25% reduction, giving 4.875 ksi for the pull-through assessment.

Joints Allowables

Joint allowable philosophy

Evaluate the fastener and laminate/sheet as one load-transfer system. The usable joint allowable is the weakest physically applicable failure path.

Pin-plane=min(Pshear,Pbearing)
Pout-of-plane=min(Ptension,Ppull-through)
Fastener shear alone does not define the joint.Composite bearing is corrected for geometry outside the test envelope.Pull-through is checked separately for out-of-plane demand.

The Methodology Used in Calculating the Joints Allowables

FASTENER SHEAR
Isolated shank capacity

Provides the fastener-side in-plane limit and is compared directly with laminate/sheet bearing.

BEARING
Hole-interface capacity

Captures local laminate/sheet crushing and stress concentration around the fastener hole.

FASTENER TENSION
Out-of-plane fastener capacity

Checked against the fastener’s tensile resistance when the reaction contains a meaningful tensile component.

PULL-THROUGH
Laminate out-of-plane failure

Limits local punching/pull-through around the fastener head or washer and is evaluated using the conservative semi-empirical composite method.

The Strength of Bolted Joints in Multidirectional CFRP Laminates

Composite mechanical-joint strength is fundamentally test-dependent because material system, layup, thickness and local constraint all affect failure. The source therefore uses published multidirectional-laminate trends as conservative knockdown guidance rather than treating a single generic laminate value as universally applicable [Analysis & Design of Composite & Metallic Flight Vehicle Structures by Richard Abbott].

Technical figure from the Radome Cooling System structural substantiation.
Published multidirectional laminate stacking sequences used to establish joint-strength trends [The Strength of Bolted Joints in Multidirectional CFRP Laminates-Fig.1]
BEARING SENSITIVITY
Five governing variables

Lateral constraint, ply orientation, 0°/±45° content, stacking sequence and laminate thickness control the bearing response around a loaded hole.

CONSERVATIVE TRANSFER
0/±45° data applied to a 0/±45/90° laminate

The source uses the published 0/±45° trends as a conservative basis because the installed laminate also includes 90° reinforcement.

Joint’s Bearing Strength:

General ultimate bearing stress values of 50 ksi and 40 ksi can be selected for carbon fiber laminates and glass fiber laminates, respectively, considering the worst environmental condition [Analysis & Design of Composite & Metallic Flight Vehicle Structures by Richard Abbott- Section 12.2.4.2]. This approach is applied as long as:

  1. The thickness/Diameter ratio (t/D) is between 0.5 and 2, and

  2. The edge distance/Diameter ratio (e/D) is greater than 3.0.

If one of these conditions, at least, is not met, the associated figure and/or the associated figure should be used to calculate the knockdown factors to scale down the aforementioned bearing stresses as a conservative approach. the associated figures outline the steps for determining when and how to calculate the knockdown factors.

It is noteworthy that the associated figure though the associated figure are for 0±45° tested laminates. Using these figures to calculate the knockdown factors represents a conservative approach since our laminate utilizes an addition ply orientation (90°) that will increase the overall laminate strength.

Moreover, the fastener sizes utilized to generate the associated figure though the associated figure are ¼, ⅜, and ½. Therefore, a knockdown factor will be calculated for the cases where the joint’s fastener size is smaller than the utilized fasteners in the charts.

Finally, the overall thickness of the tested laminate in the associated figure though the associated figure is 0.118 in. Therefore, a knockdown factor will be calculated for the cases where the incorporated laminate has an overall thickness less than the tested laminate thickness.

KD
Knockdown triggers

Start from 40 ksi glass-laminate bearing only when the joint stays within the cited test envelope. Apply reductions when e/D is below 3, when the shank diameter is below the charted test sizes, or when laminate thickness falls below the 0.118 in test baseline. No strength increase is credited when the installed laminate is thicker than the test laminate.

Technical figure from the Radome Cooling System structural substantiation.
Thickness-ratio knockdown decision process.
Technical figure from the Radome Cooling System structural substantiation.
Edge-distance knockdown decision process.

Joint’s Pull-Through Strength:

There is no reliable analytical method to determine the pull-through strength of fasteners in laminated composites. However, there is a semi empirical hand method (its results are considered conservative as stated in [Analysis & Design of Composite & Metallic Flight Vehicle Structures by Richard Abbott]) that correlates the joint failure to the interlaminar shear strength of a carbon fiber laminate. It is noteworthy that the interlaminar shear strength of a glass fiber laminate is similar to the interlaminar shear strength of a carbon fiber laminate with the same resin. Hence, the same formula can be used but with a 0.75 correction factor to account for the increased flexibility of glass. This formula can be expressed as below [Analysis & Design of Composite & Metallic Flight Vehicle Structures by Richard Abbott]:

Fpull=2αtπDfτmax2.90.018tDs0.51(tDs)2F_{pull} = \frac{2\alpha t\pi D_{f}\tau_{\max}}{2.9 - 0.018\frac{t}{D_{s}} - 0.51\left( \frac{t}{D_{s}} \right)^{2}}

Where:

Using curve 1 in the associated figure the minimum shear strength at failure, is 151.62 MN/m2 (22 ksi). Moreover, Based on the associated figure, the ILLS value equals 84.70 MN/m2 (12.29 ksi). Conservatively, the knocked down value calculated in the relevant discussion will be used in our analysis, namely, τmax=4.875ksi\tau_{\max} = 4.875\ ksi.

Technical figure from the Radome Cooling System structural substantiation.
Published bearing-strength variation with edge-distance ratio [The Strength of Bolted Joints in Multidirectional CFRP Laminates-Fig.6]
Technical figure from the Radome Cooling System structural substantiation.
Published shear-strength variation with edge distance [The Strength of Bolted Joints in Multidirectional CFRP Laminates- Fig.22]
Technical figure from the Radome Cooling System structural substantiation.
Published bearing-strength variation with diameter/thickness ratio [The Strength of Bolted Joints in Multidirectional CFRP Laminates- Fig.20]
Technical figure from the Radome Cooling System structural substantiation.
Published joint-property trends for 0/±45° laminates with different ±45° content [The Strength of Bolted Joints in Multidirectional CFRP Laminates- Fig.33]

S17114 and 94701A833 Screws

S17114 / 94701A833 · #10-32 PTFE countersunk screws
ThreadUNF-2A · ASME B18.6.3 Nominal shank0.19 in Lengths1.0 in / 1.5 in MaterialPTFE plastic Conservative tensile basisFtu = Fty = 3.00 ksi Shear strengthFsu = 0.725 ksi

Considering the bolts cross-sectional areas the Ultimate Shear and Tensile Loads of both screws can be calculated as below:

fsu=Fsu×As=0.725π0.19224×1000f_{su} = F_{su} \times A_{s} = 0.725\pi\ \ \frac{{0.192}^{2}}{4} \times 1000
=20.56lbf= 20.56\ {lb}_{f}
ftu=Ftu×Am=3π0.1477176324×1000f_{tu} = F_{tu} \times A_{m} = 3\pi\ \ \frac{{0.14771763}^{2}}{4} \times 1000
=51.41lbf= 51.41\ {lb}_{f}\ \

Where As is the bolt cross-sectional area based on the nominal shank diameter and Am is bolt cross-sectional area based on the minimum minor diameter of the external thread.

The utilized 93785A500 washer has an outer diameter value of 0.51 in [Technical Data Sheet-93785A500]. Therefore, the joint’s Pull-Through Strength can be calculated as below:

In the FWD/LH&RH Exhaust Assemblies:

fpull=2αtπDfτmax2.90.018tDs0.51(tDs)2=2π×0.75×0.31×0.51×4.875×1032.90.0180.310.190.51(0.310.19)2=2,400.56lbff_{pull} = \frac{2\alpha t\pi D_{f}\tau_{\max}}{2.9 - 0.018\frac{t}{D_{s}} - 0.51\left( \frac{t}{D_{s}} \right)^{2}} = \frac{2\pi \times 0.75 \times 0.31 \times 0.51 \times 4.875\ \times 10^{3}}{2.9 - 0.018\frac{0.31}{0.19} - 0.51\left( \frac{0.31}{0.19} \right)^{2}} = 2,400.56\ {lb}_{f}

In the AFT Intake Assembly – Joint 1

fpull=2αtπDfτmax2.90.018tDs0.51(tDs)2=2π×0.75×0.25×0.51×4.875×1032.90.0180.250.190.51(0.250.19)2=1,469.41lbff_{pull} = \frac{2\alpha t\pi D_{f}\tau_{\max}}{2.9 - 0.018\frac{t}{D_{s}} - 0.51\left( \frac{t}{D_{s}} \right)^{2}} = \frac{2\pi \times 0.75 \times 0.25 \times 0.51 \times 4.875\ \ \times 10^{3}}{2.9 - 0.018\frac{0.25}{0.19} - 0.51\left( \frac{0.25}{0.19} \right)^{2}} = 1,469.41\ {lb}_{f}

In the AFT Intake Assembly – Joint 2

fpull=2αtπDfτmax2.90.018tDs0.51(tDs)2=2π×0.75×0.313×0.51×4.875×1032.90.0180.3130.190.51(0.3130.19)2=2,467.3lbff_{pull} = \frac{2\alpha t\pi D_{f}\tau_{\max}}{2.9 - 0.018\frac{t}{D_{s}} - 0.51\left( \frac{t}{D_{s}} \right)^{2}} = \frac{2\pi \times 0.75 \times 0.313 \times 0.51 \times 4.875\ \times 10^{3}}{2.9 - 0.018\frac{0.313}{0.19} - 0.51\left( \frac{0.313}{0.19} \right)^{2}} = 2,467.3\ {lb}_{f}

Since the Ultimate Tensile Load, ftuf_{tu}, is smaller than the Pull-Through Load, fpullf_{pull}, the former will be considered as the out-of-plane joint allowable in the previous three joints.

the corresponding table summarizes the Joints Specifications utilized in the Radome Cooling System Installation. These parameters are essential to calculate the knockdown factors as follows:

Composite-joint geometry used to determine bearing knockdown factors.

Definition Symbol FWD/LH&RH Exhaust Assemblies In the AFT Intake Assembly – Joint 1 In the AFT Intake Assembly – Joint 2
Accumulated thickness of all components tjoint [in] 0.06+0.125+0.125=0.31 0.125+0.125=0.25 0.125+0.188=0.313
Shank diameter Ds [in] 0.19 0.19 0.19
Thickness to diameter ratio tjoint/Ds 1.63 1.32 1.65
Edge distance e [in] 0.5 0.5 0.44
Edge distance to diameter ratio e/Ds 2.63 2.63 2.315

In the FWD/LH&RH Exhaust Assemblies:

  1. tjoint/Ds=0.31/0.19=1.63 No knockdown factor is required.

  2. e/Ds=2.63 a knockdown factor is required.

    • Fbru@e/D=2.63=823.47 MN/m2 and Fbru@e/D=3=900 MN/m2

    • The knockdown factor is 823.47/900=0.915.

  3. The shank diameter is 0.19 in a knockdown factor is required.

    • The knockdown factor is 0.19/0.25=0.76.

  4. The overall thickness of the tested laminate is 0.118 in. Our incorporated laminate is 0.31 in thick; that is more than two times thicker than the tested laminate. This will increase the failure bearing stress. For conservatism, this minimum value is used.

Consequently, the adjusted Ultimate Bearing Strength for our glass fiber reinforced laminate is Fbru=0.915x0.76x40=27.816 ksi, and the Joint’s Ultimate Bearing Load is fbru=27.816x0.31x0.19 =1,638 lbf.

In the AFT Intake Assembly – Joint 1

  1. tjoint/Ds=1.32 No knockdown factor is required.

  2. e/Ds=2.63 a knockdown factor is required.

    • Fbru@e/D=2.63=823.47 MN/m2 and Fbru@e/D=3=900 MN/m2

    • The knockdown factor is 823.47/900=0.915.

  3. The shank diameter is 0.19 in a knockdown factor is required.

    • The knockdown factor is 0.19/0.25=0.76.

  4. The overall thickness of the tested laminate is 0.118 in. Our incorporated laminate is 0.25 in thick. For conservatism, this minimum value is used.

Consequently, the adjusted Ultimate Bearing Strength for our glass fiber reinforced laminate is Fbru=0.915x0.76x40=27.816 ksi, and the Joint’s Ultimate Bearing Load is fbru=27.816x0.25x0.19=1,321 lbf.

In the AFT Intake Assembly – Joint 2

  1. tjoint/Ds=1.65 No knockdown factor is required.

  2. e/Ds=2.315 a knockdown factor is required.

    • Fbru@e/D=2.315=739.80 MN/m2 and Fbru@e/D=3=900 MN/m2

    • The knockdown factor is 739.80/900=0.822.

  3. The shank diameter is 0.19 in a knockdown factor is required.

    1. The knockdown factor is 0.19/0.25=0.76.

  4. The overall thickness of the tested laminate is 0.118 in. Our incorporated laminate is 0.313 in thick. For conservatism, this minimum value is used.

Consequently, the adjusted Ultimate Bearing Strength for our glass fiber reinforced laminate is Fbru=0.822x0.76x40=25 ksi, and the Joint’s Ultimate Bearing Load is fbru=25x0.313x0.19=1,486 lbf.

In the Drain Component:

Conservatively, it is assumed that the screws pass through only the Drain Component.

The Ultimate Bearing Strength for the PTFE is Fbru=1.85 ksi. Hence, the Ultimate Bearing Load for the joint can be calculated as fbru= 1.85x0.63x0.19=221.45 lbf

Since the Ultimate Shear Load is smaller than the Joint Bearing Load, the former will be considered as the in-plane’ joint allowable in the previous four joints.

Summary

The resulting in-plane and out-of-plane joint allowables used in the component checks are summarized below.

Ultimate in-plane and out-of-plane joint allowables used in the component checks.

Assembly

In Plane Strength

[lbf]

Out of Plane Strength

[lbf]

FWD/LH&RH Exhaust 20.56 51.41
AFT Intake – Joint 1 20.56 51.41
AFT Intake – Joint 2 20.56 51.41
Drain Component 20.56 51.41

Source note: the original summary repeats “AFT Intake – Joint 1” for the third row; it is labeled “Joint 2” here to match the preceding joint definitions and calculations.

LOAD CASES FORMULATION

REGULATORY SOURCE BASISFAR Part 25 criteria used to formulate the structural load envelope
Flight-load framework

FAR 25.321 and 25.331–25.351

  • General flight loads and symmetric maneuver response
  • Flight maneuver envelope and design airspeeds
  • Limit maneuver factors, gust and turbulence loads
  • Fuel/oil, high-lift, rolling and yaw conditions
Flight loads are treated as limit loads.
Emergency landing

FAR 25.561

  • Forward: 9 g
  • Downward: 6 g
  • Upward: 3 g
  • Sideward: 3 g airframe / 4 g seats & attachments
  • Rearward: 1.5 g
Emergency-landing values are ultimate loads.
Load-Case Selection Rationale

This is an exterior modification, so the governing structural demand is established from flight aerodynamic loading rather than cabin emergency-landing inertia. I bounded the external shapes at sea-level maximum operating speed: the exhausts are treated as maximum-lift 2D external surfaces while retaining maximum drag, the aft-intake shield is aligned with the freestream to maximize drag, and the drain follows the same conservative lift/drag approach. The resulting aerodynamic forces are then multiplied by the source 1.5 ultimate factor before the attachment and material checks.

SEA-LEVEL DENSITY
ρ = 0.00238 slug/ft³

Used to maximize dynamic pressure for the stated operating-speed assessment.

MAX OPERATING SPEED
VMO,max = 242 kt

Equivalent to 408.45 ft/s. Each external shape is evaluated separately using the aerodynamic coefficient that best represents its geometry.

Exhaust Assembly

LIFT IDEALIZATION
2D wing at maximum CL

Each FWD exhaust is conservatively idealized as a 2D lifting body. The source relation is CL,max = 1.94·AR, capped at 4π [Fluid-Dynamic Lift - Hoerner].

Technical figure from the Radome Cooling System structural substantiation.
Exhaust projected areas used for the aerodynamic idealization.

Drag Coefficient

The LH & RH FWD Exhausts can be conceptualized as an outlet opening, namely, a hood with half circular outlet.

Technical figure from the Radome Cooling System structural substantiation.
Hood/outlet drag and suction-pressure coefficient basis [Fluid-Dynamic Drag-theoretical experimental and statistical information by Hoerner- Page 9-16]

The external drag coefficient is subdivided into two parts, (i) parasite drag originating on the exterior of the outlet and (ii) “base” drag due to the negative pressure (if any) behind the opening. For outlet ducted system (directed downstream) shown in the associated figure, the total drag coefficient including the suction is 0.1.

Lift and Drag Forces

BOUNDING ORIENTATION
Maximum-lift external-surface idealization

Pitch, yaw and sideslip change the force orientation. Rather than solve every attitude separately, the source bounds the exhaust at its maximum lift coefficient and retains maximum drag, creating a conservative envelope for the external component.

Consequently, the exhaust aerodynamic forces are:

Dmax=12ρVMOmax2SCDDmax=12×0.00238slugft3×408.452ft2s2×(8.860144)ft2×0.1=1.22lbf{D_{\max} = \frac{1}{2}\ \ \rho\ V_{{MO}_{\max}}^{2}S\ C_{D} }{D_{\max} = \frac{1}{2} \times 0.00238\ \frac{slug}{{ft}^{3}} \times {408.45}^{2}\frac{{ft}^{2}}{s^{2}} \times \left( \frac{8.860}{144} \right){ft}^{2} \times 0.1 }{= 1.22\ {lb}_{f}}
Lmax=12ρVMOmax2SCLwingLmax=12×0.00238slugft3×408.452ft2s2×(8.691144)ft2×1.5=17.97lbf{L_{\max} = \frac{1}{2}\ \ \rho\ V_{{MO}_{\max}}^{2}S\ C_{L_{wing}} }{L_{\max} = \frac{1}{2} \times 0.00238\ \frac{slug}{{ft}^{3}} \times {408.45}^{2}\frac{{ft}^{2}}{s^{2}} \times \left( \frac{8.691}{144} \right){ft}^{2} \times 1.5 }{= 17.97\ {lb}_{f}}

Applying the 1.5 ultimate factor gives:

Du=1.5×1.22=1.83lbfD_{u} = 1.5 \times 1.22\ = \boxed{1.83}\ {lb}_{f}
Lu=1.5×17.97=26.96lbfL_{u} = 1.5 \times 17.97\ = \boxed{26.96}\ \ {lb}_{f}

AFT Intake Assembly

Drag Coefficient

The Shield Angle of the AFT Intake Assembly will be conceptualized as a semi-circle 2D body that is hollow at the rear side. The total drag coefficient including the suction is 1.20 [Fluid-Dynamic Drag-theoretical experimental and statistical information by Hoerner- Section 7 – Chapter III].

Technical figure from the Radome Cooling System structural substantiation.
Rear-open semi-circular body drag-coefficient basis [Fluid-Dynamic Drag-theoretical experimental and statistical information by Hoerner- Page 3-17]
Technical figure from the Radome Cooling System structural substantiation.
AFT Intake shield projected area used for the drag calculation.

Drag Force

DRAG ORIENTATION
Centerline aligned with freestream

The shield angle is idealized as a rear-open semi-circular 2D body. Maximum drag occurs when freestream is aligned with its centerline, so this orientation bounds the exposed-shield demand.

Hence, the total drag force applied on the Shield Angle can be calculated as below:

Dmax=12ρVMOmax2SCDDmax=12×0.00238slugft3×408.452ft2s2×(2.067144)ft2×1.2=3.42lbf{D_{\max} = \frac{1}{2}\ \ \rho\ V_{{MO}_{\max}}^{2}S\ C_{D} }{D_{\max} = \frac{1}{2}\ \times 0.00238\ \frac{slug}{{ft}^{3}} \times {408.45}^{2}\frac{{ft}^{2}}{s^{2}} \times \left( \frac{2.067}{144} \right){ft}^{2} \times \ 1.2 = 3.42\ {lb}_{f}}

Considering operational safety margins and potential peak operational conditions, this force is scaled up by a factor of 1.5, the ultimate drag force acting on the Shield Angle is:

Du=1.5×3.42=5.13lbfD_{u} = 1.5 \times 3.42\ = \boxed{5.13}\ \ {lb}_{f}

Drain Component

SAME AERODYNAMIC FRAMEWORK
Drain treated as a small external lifting/drag body

The drain uses the same dynamic-pressure basis as the exhaust. Its projected areas define the aspect ratio and drag area, while the source hood coefficient is retained for drag.

Technical figure from the Radome Cooling System structural substantiation.
Drain projected areas used for lift and drag calculations.

Lift Coefficient

Based on the associated figure, the Aspect Ratio can be calculated as below:

AR=Span2A=0.520.45=0.556AR = \frac{{Span}^{2}}{A} = \frac{{0.5}^{2}}{0.45} = 0.556
CL,max=1.94×0.556=1.078

Drag Coefficient

As shown in the associated figure, the total drag coefficient including the suction is 0.1.

Lift and Drag Forces

Dmax=12ρVMOmax2SCDDmax=12×0.00238slugft3×408.452ft2s2×(0.4144)ft2×0.1=0.055lbf{D_{\max} = \frac{1}{2}\ \ \rho\ V_{{MO}_{\max}}^{2}S\ C_{D} }{D_{\max} = \frac{1}{2} \times 0.00238\ \frac{slug}{{ft}^{3}} \times {408.45}^{2}\frac{{ft}^{2}}{s^{2}} \times \left( \frac{0.4}{144} \right){ft}^{2} \times 0.1 }{= 0.055\ {lb}_{f}}
Lmax=12ρVMOmax2SCLwingLmax=12×0.00238slugft3×408.452ft2s2×(0.45144)ft2×1.5=0.669lbf{L_{\max} = \frac{1}{2}\ \ \rho\ V_{{MO}_{\max}}^{2}S\ C_{L_{wing}} }{L_{\max} = \frac{1}{2} \times 0.00238\ \frac{slug}{{ft}^{3}} \times {408.45}^{2}\frac{{ft}^{2}}{s^{2}} \times \left( \frac{0.45}{144} \right){ft}^{2} \times 1.5 }{= 0.669\ {lb}_{f}}

Applying the same 1.5 ultimate factor gives:

Du=1.5×0.055=0.083lbfD_{u} = 1.5 \times 0.055\ = \boxed{0.083}\ \ {lb}_{f}
Lu=1.5×0.669=1.003lbfL_{u} = 1.5 \times 0.669\ = \boxed{1.003}\ \ {lb}_{f}

CLASSICAL ANALYSIS

Ultimate aerodynamic loads are applied at each component CoG and transferred to the local fastener pattern. The offset between the force line of action and attachment plane generates the moments used in the component and laminate checks below.

1Aerodynamic demand

Resolve lift/drag at the component CoG.

2Moment build-up

Apply CoG offsets to obtain Mx, My and Mz.

3Fastener reactions

Distribute force and moment with 3D rigid-body analysis.

4Strength checks

Compare joints, laminate/plate stresses and radome cut-out demand to allowables.

Technical figure from the Radome Cooling System structural substantiation.
Exhaust, AFT Intake and Drain fastener patterns with local component coordinate systems.

Ultimate aerodynamic forces with component CoG and fastener coordinates.

Exhaust Assembly

Lift

[lbf]

Drag

[lbf]

Exhaust Assembly

26.96

y-axis

1.83

x-axis

X Y Z
Point 1 -2.37 2.7 0
Point 2 0 2.7 0
Point 3 1.91 1.91 0
Point 4 2.7 0 0
Point 5 1.91 -1.91 0
Point 6 0 -2.7 0
Point 7 -2.37 -2.7 0
Point 8 -2.37 0 0
CoG 0.086 0.001 0.981
AFT Intake – Shield Angle

Lift

[lbf]

Drag

[lbf]

Shield Angle 0

5.13

x-axis

X Y Z
Point 1 -1.4674 3.2511 0
Point 2 0 3.2511 0
Point 3 2.1556 2.1636 0
Point 4 3 0 0
Point 5 2.1556 -2.1636 0
Point 6 0 -3.2511 0
Point 7 -1.4674 -3.2511 0
CoG 0.486 -0.001 0.184
Drain Component

Lift

[lbf]

Drag

[lbf]

Drain Component

0.083

y-axis

1.003

x-axis

X Y Z
Point 1 -1.03 0 0
Point 2 0 1.03 0
Point 3 1.03 0 0
Point 4 0 -1.03 0
CoG 0 0 -0.02
Moment reference: forces act at the component CoG rather than directly in the attachment plane. Component height therefore creates bending moments at both the base and upper reference planes; these moments are carried into the laminate/plate checks.
EXHAUST
CoG (0.086, 0.001, 0.981) inHmax = 2.965 inL = 26.96 lbfD = 1.83 lbf
Mx,Base=26.96×0.981=±26.45lbf·inM_{x,Base}=26.96\times0.981=\pm26.45\ {lb}_{f}\cdot in
Mx,Top=26.96×2.9650.981=±53.49lbf·inM_{x,Top}=26.96(2.965-0.981)=\pm53.49\ {lb}_{f}\cdot in
My,Base=1.83×0.981=1.80lbf·inM_{y,Base}=1.83\times0.981=1.80\ {lb}_{f}\cdot in
My,Top=1.83×2.9650.981=3.63lbf·inM_{y,Top}=1.83(2.965-0.981)=-3.63\ {lb}_{f}\cdot in
Mz=±26.96×0.0861.83×0.001=±2.32lbf·inM_z=\pm26.96(0.086)-1.83(0.001)=\pm2.32\ {lb}_{f}\cdot in
AFT INTAKE SHIELD
CoG (0.486, −0.001, 0.184) inHmax = 0.69 inL = 0 lbfD = 5.13 lbf
Mx,Base=0lbf·inM_{x,Base}=0\ {lb}_{f}\cdot in
Mx,Top=0lbf·inM_{x,Top}=0\ {lb}_{f}\cdot in
My,Base=5.13×0.184=0.94lbf·inM_{y,Base}=5.13\times0.184=0.94\ {lb}_{f}\cdot in
My,Top=5.13×0.690.184=2.60lbf·inM_{y,Top}=5.13(0.69-0.184)=-2.60\ {lb}_{f}\cdot in
Mz=5.13×0.001=0.01lbf·inM_z=5.13\times0.001=0.01\ {lb}_{f}\cdot in
DRAIN
CoG (0, 0, −0.02) inHmax = 0.63 inL = 0.083 lbfD = 1.003 lbf
Mx,Base=0.083×0.02=0lbf·inM_{x,Base}=0.083\times0.02\approx0\ {lb}_{f}\cdot in
Mx,Top=0.083×0.630.02=±0.05lbf·inM_{x,Top}=0.083(0.63-0.02)=\pm0.05\ {lb}_{f}\cdot in
My,Base=1.003×0.02=0.02lbf·inM_{y,Base}=1.003\times0.02=-0.02\ {lb}_{f}\cdot in
My,Top=1.003×0.630.02=0.61lbf·inM_{y,Top}=1.003(0.63-0.02)=0.61\ {lb}_{f}\cdot in
Mz=0lbf·inM_z=0\ {lb}_{f}\cdot in

These moments will be considered in the laminate stress analysis as applied loads along with the aerodynamic loads later in this section.

Fasteners' Reaction Forces

3D rigid-body analysis resolves the aerodynamic force/moment system into local shear and axial demand at each Exhaust, AFT Intake and Drain fastener.

Ultimate fastener shear and axial reactions for the Exhaust, AFT Intake and Drain components.

Exhaust
Fastener No

Shear

[lbf]

Axial

[lbf]

1 3.25 2.09
2 3.40 1.95
3 3.51 1.27
4 3.55 -0.16
5 3.50 -1.50
6 3.38 -1.96
7 3.22 -1.83
8 3.23 0.13
Max 3.55 2.09 -1.96
AFT Intake
Fastener No

Shear

[lbf]

Axial

[lbf]

1 0.73 0.10
2 0.73 0.03
3 0.73 -0.07
4 0.73 -0.11
5 0.73 -0.07
6 0.73 0.03
7 0.73 0.10
Max 0.73 0.1 -0.11
Drain
Fastener No

Shear

[lbf]

Axial

[lbf]

1 0.25 0.01
2 0.25 0.00
3 0.25 -0.01
4 0.25 0.00
Max 0.25 0.01 -0.01
GOVERNING FASTENER DEMANDExhaust attachment
Tension 2.09 lbf
Compression 1.96 lbf
Shear 3.55 lbf
PASS

Minimum joint capacities are 20.56 lbf in-plane and 51.41 lbf out-of-plane. Compressive reaction is distributed through the attachment surface.

Stress Analysis for the Components’ Material

METHOD
Classical Laminate Plate Theory

The laminate is characterized by its ABD stiffness matrix, then ply direct, bending and total stresses are recovered through the thickness.

FAILURE CRITERIA
Tsai-Wu · Hill · Hoffman

The source spreadsheet evaluates ply-level margins using multiple composite failure criteria rather than relying on a single scalar stress allowable.

Exhaust Component

LAMINATE0.125 in · 12 plies
STACK0/45/90/0/−45/−90/0/45/90/0/45/90°
LOAD INPUTAerodynamic forces + CoG moments
The Aerodynamic Loads and Bending Moments applied on the Exhaust.

Lift

[lbf]

Drag

[lbf]

Mx

[in-lbf]

My

[in-lbf]

Mz

[in-lbf]

Base Top Base Top
26.96 1.83 ±26.45 ±53.49 1.80 -3.63 ±2.32
Technical figure from the Radome Cooling System structural substantiation.
EFFECTIVE AREA
Non-flanged plate only

Only the 4.01 × 3.69 in non-flanged region is credited with carrying the aerodynamic load, increasing the running loads relative to using the full component area.

AERODYNAMIC AMPLIFICATION
10× ultimate load/moment

The already-ultimate aerodynamic force and derived moments are increased tenfold to cover interference, rough-surface effects and additional drag forms.

Mz LOAD PATH
Reacted at the exhaust base

The source excludes Mz from the plate CLPT input and assumes it is carried by the exhaust base interface.

ALLOWABLE CONSERVATISM
25% laminate knockdown retained

Ply allowables already include the separate material knockdown established above.

The following CLPT outputs document the laminate definition and ABD stiffness, followed by the ply-level direct/bending stress recovery and minimum margins.

Technical figure from the Radome Cooling System structural substantiation.
CLPT laminate definition, ply orientations, material properties and ABD stiffness matrix [Lamina Stress Analysis, Exhaust.xlsx]
Technical figure from the Radome Cooling System structural substantiation.
Ply direct/bending/total stress recovery and composite failure-criterion margins [Lamina Stress Analysis, Exhaust.xlsx]
CLPT GOVERNING RESULTHill criterion
Minimum margin 69%
Laminate knockdown 25%
Applied load amplification 10×
PASS

The exhaust remains positive-margin after both the material-property knockdown and the separate tenfold amplification of ultimate aerodynamic forces and moments.

Drain Component

The drain geometry is separated into two mechanics problems so that each region is checked with an appropriate hand method: annular-plate bending at the base and direct shear through the outlet section.

Drain Component’s Base

BASE IDEALIZATION
Annular plate · outer edge simply supported · inner edge free

A uniform line moment is applied at the inner radius. The Roark annular-plate coefficient is used at the inner edge where the tangential unit moment governs [Roark’s Formulas for Stress and Strain, 9th Ed., annular-plate case].

The source uses the more conservative coefficient for b/a = 0.3 and ν = 0.3 even though the PTFE Poisson ratio is 0.46.

Mt,max=KM,tbMo
Technical figure from the Radome Cooling System structural substantiation.

Therefore, the maximum unit tangential bending moment (Mt,maxM_{t,max}) due to Mx=±0.051 lbf-in and My=6.12 lbf-in are:

Mt,max=1.1978×±0.0512π×0.47=±0.0207lbfin/in{M_{t,max} = - 1.1978 \times \ \frac{\pm 0.051\ }{2\pi \times 0.47} }{= \pm 0.0207\ \ {lb}_{f} - in\ /\ in}
Mt,max=1.1978×0.6122π×0.47=0.248lbfin/in{M_{t,max} = - 1.1978 \times \frac{0.612\ }{2\pi \times 0.47} }{= - 0.248\ \ {lb}_{f} - in\ /\ in}

For further conservatism, it will be assumed that both moments act at the same time, so the maximum unit tangential bending moment (Mt,maxM_{t,max}) will be Mt,max=0.02070.248=0.269lbfin/inM_{t,max} = - 0.0207 - 0.248 = - 0.269\ {lb}_{f} - in\ /\ in, and the resulted maximum bending stresses will be:

Fbt=6Mtt2=6×0.2690.1252=0.1033ksiF_{bt} = \frac{6M_{t}}{t^{2}} = \frac{6 \times - 0.269}{{0.125}^{2}} = 0.1033\ ksi

The yield compressive strength for the PTFE Plastic is Fcy=1.45 ksi. Therefore, the margin of safety can be computed as below:

M.S=1.450.10331=𝐇𝐈𝐆𝐇M.S = \frac{1.45}{0.1033\ } - 1 = \mathbf{HIGH}
M.S=𝐇𝐈𝐆𝐇\boxed{M.S = \mathbf{HIGH}\ }
→PASS
Drain base - PASSCalculated bending stress is 0.1033 ksi versus PTFE Fcy = 1.45 ksi; the source therefore reports a high positive margin.

Drain Component’s Outlet

The outlet portion of the drain component will be checked against shear loads. The load along the x- and y-axes equal 0.1003 lbf and 0.083 lbf, respectively. Hence, the shear stress at the XY surface is:

Fsxy=1.0032+0.08320.554=1.82psiF_{s - xy} = \frac{\sqrt{{1.003}^{2} + {0.083}^{2}}}{0.554} = 1.82\ psi

The ultimate shear strength for the PTFE Plastic is 725 psi. Therefore, it passes by observation.

Technical figure from the Radome Cooling System structural substantiation.

Radome’s Cut-Outs

Four local openings are introduced into the radome for the cooling-system hardware. The assessment treats the openings as geometric stress raisers and applies gross/net stress-concentration factors appropriate to each cut-out shape.

Technical figure from the Radome Cooling System structural substantiation.
Cooling-system cut-outs introduced into the radome skin.
GROSS-AREA FACTOR
Ktg

Peak edge stress referenced to gross far-field stress.

NET-AREA FACTOR
Ktn

Peak edge stress referenced to net-section far-field stress after the opening is removed.

Ktg=σmaxσK_{tg} = \frac{\sigma_{\max}}{\sigma}
Ktn=σmaxσnK_{tn} = \frac{\sigma_{\max}}{\sigma_{n}}

Where Ktg and Ktn are the stress concentration factors with the nominal stress based on gross and net areas, respectively. σ\sigma and σn\sigma_{n} are the gross and net stresses far from the hole, respectively. σmax\sigma_{\max} is the maximum stress at the edge of the hole.

Area convention: gross area ignores the hole; net area subtracts the cut-out from the resisting cross section.

The Radome is 0.1875 in thick and it is subjected to ultimate loads of 2,916.99 lbf and 129.25 lbf along the negative z-axis and positive x-axis, respectively. Hence, the in-plane gross and net stresses of the radome’s cooling system panels are as below:

Exhaust Panel Drain Panel AFT Intake Panel
σx = 129.25/2 11.5×0.1875 = 30 psi \sigma_x= \frac{129.25/2}{11.5\times0.1875} =30\ \mathrm{psi}

σz = 2,916.99/2 11.5×0.1875 = 677 psi \sigma_z= \frac{2916.99/2}{11.5\times0.1875} =677\ \mathrm{psi}

σx = 129.25 3.5×0.1875 = 197 psi \sigma_x= \frac{129.25}{3.5\times0.1875} =197\ \mathrm{psi}

Ignored for conservatism: 129.25 cos(19)

σx = 129.25 cos (19) 2916.99 sin (19) 4.5×0.1875 \sigma_x= \frac{ 129.25\cos(19) - 2916.99\sin(19)} {4.5\times0.1875}

= 1136 psi

σ n,x = 129.25/2 0.1875 ( 11.54 ) = 46 psi \sigma_{n,x}= \frac{129.25/2} {0.1875(11.5-4)} =46\ \mathrm{psi}

σ n,z = 2,916.99/2 0.1875 ( 11.53.7 ) = 998 psi \sigma_{n,z}= \frac{2916.99/2} {0.1875(11.5-3.7)} =998\ \mathrm{psi}

σ n,x = 129.25 0.1875 ( 3.50.866 ) = 262 psi \sigma_{n,x}= \frac{129.25} {0.1875(3.5-0.866)} =262\ \mathrm{psi}

Ignored for conservatism: 129.25 cos(19)

σ n,x = 129.25 cos (19) 2916.99 sin (19) 0.1875 ( 4.53 ) \sigma_{n,x}= \frac{ 129.25\cos(19) - 2916.99\sin(19)} {0.1875(4.5-3)}

= 3406 psi
CUT-OUT IDEALIZATION
The Exhaust Hole

Due to the sharp corner of the exhaust’s hole, it will be approximated as a 3.7”x4.0” rectangular hole with 0.125” corners. Considering a/b value of 0.925 and the minimum r/2b value of 0.05, the resulted Kt value is 4.62 [Peterson’s Stress Concentration Factors-3rd edition by Pilkey- Chart 4.62a]. The utilized r/2b is 0.033. Hence, the Kt value is scaled up by 25%. Therefore, Kt=4.62x1.25=5.78

CUT-OUT IDEALIZATION
The Drain Hole

The drain’s hole will be approximated as a 0.866” diameter circular hole due to its rounded corners. The resulted Ktg and Ktn values are 3.23 and 2.45, respectively [Peterson’s Stress Concentration Factors-3rd edition by Pilkey- Chart 4.1].

CUT-OUT IDEALIZATION
Aft Intake Hole

The aft intake hole has a slot-like shape. Considering a=1.5 and H=4.5, the resulted a/H value is 0.333. For conservatism, a/H value of 0.3 was used. The resulted Ktn value is 2.8 [Peterson’s Stress Concentration Factors-3rd edition by Pilkey- Chart 4.59].

the corresponding table lists the Gross and Net Stress Concentration Factors for the aforementioned holes considering the panels’ dimensions shown in the associated figure.

Gross/net stress-concentration factors selected for the three cut-out geometries.

𝐊𝐭𝐠\mathbf{K}_{\mathbf{tg}} 𝐊𝐭𝐧\mathbf{K}_{\mathbf{tn}} 𝐊𝐭\mathbf{K}_{\mathbf{t}} Reference
Exhaust’s hole - - 5.78 [Peterson’s Stress Concentration Factors-3rd edition by Pilkey- Chart 4.62a]
Drain’s hole 3.23 2.45 - [Peterson’s Stress Concentration Factors-3rd edition by Pilkey- Chart 4.1]
Aft intake’ hole - 2.8 - [Peterson’s Stress Concentration Factors-3rd edition by Pilkey- Chart 4.59]
RADOME CUT-OUT ASSESSMENTLocal stress-concentration check
Highest tabulated stress 9.54 ksi
Minimum tensile strength 22 ksi
Minimum compressive strength 25 ksi
PASS

The accompanying stress table lists the AFT intake cut-out at 9.5368 ksi, while the source narrative identifies 5.77 ksi at the exhaust cut-out. Both values remain below the published radome laminate strength basis used by the source assessment.

Calculated concentrated stresses at the radome cut-out edges.

Considering
𝐊𝐭𝐠\mathbf{K}_{\mathbf{tg}} 𝐊𝐭𝐧\mathbf{K}_{\mathbf{tn}} 𝐊𝐭\mathbf{K}_{\mathbf{t}}
Exhaust’s hole 5768.44
Drain’s hole 637 642
Aft intake’ hole 9536.8

REFERENCES

Composite Materials & Analysis Methods

  • Composite Materials Handbook - MIL-HDBK-17 / CMH-17
  • Analysis & Design of Composite & Metallic Flight Vehicle Structures - Richard Abbott
  • Lamina Stress Analysis - Document AA-SM-101-108
  • The Strength of Bolted Joints in Multidirectional CFRP Laminates
  • Roark’s Formulas for Stress and Strain - 9th Edition
  • Peterson’s Stress Concentration Factors - 3rd Edition

Regulatory & Aerodynamic Load Basis

  • Federal Aviation Regulations - 14 CFR Part 25
  • Fluid-Dynamic Lift - S. F. Hoerner
  • Fluid-Dynamic Drag - S. F. Hoerner

Composite Fabrication & Material Data

  • MIL-C-9084 - Fiberglass Cloth specification
  • MIL-P-22241B - Polytetrafluoroethylene plastic sheet and film
  • EPOCAST 50-1A Resin System / Hardener 9816 manufacturer instructions
  • PTFE material and sheet technical data cited in the source report

Fastener, Washer & Aircraft Structure Data

  • ASME B18.6.3 - Machine screw dimensional standard
  • S17114 / 94701A833 screw technical data
  • 93785A500 washer technical data
  • SRM-100 - General X-Band Nose Radome Repair Procedures