phase 1 for spacecraft design

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    PHASE 1MANUFACTURING FEASIBILITY PHASE WITH PRIMARY

    FOCUS ON OPTIMIZATION OF THE ULTRA-LIGHTWEIGHTCORE MATERIAL FABRICATION PROCESS AND PRODUCTION

    OF SAMPLES FOR MECHANICAL PROPERTY ASSESSMENT BY

    NASA.

    BY

    MAHESHWOR KC

    SAI KUMAR BOMULE

    SAI VEERENDRA POTLA

    RAKESH BADRAJISYED ALI

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    TARGET CORE PROPERTIES

    Property Targeted core

    material

    properties

    D en si ty , l b/ f t3

    L es s t ha n 3

    C el l S iz e, i n N /A

    Compressive

    Strength, psi

    1000

    Compressive

    modulus, ksi

    295

    C r us h S t re n gt h , p s i 1 0 00

    Plate shear

    s tr en gt h ( L) , p si

    640

    Plate shear

    m od ul us ( L) , k si

    102

    Plate shearstrength (W), psi

    370

    Plate shear

    modulus (W), ksi

    38

    Co st of 4 X 8 X 1

    panel

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    INTRODUCTION

    Increasing the core thickness

    greatly increases the stiffness of

    the honeycomb construction,

    while the weight increase is

    minimal.

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    Flex core

    Formability feasibility with reduced anticlastic

    curvature and without buckling the cell walls.

    Curvatures of very tight radii are easily formed.

    Higher shear strength than hexagonal

    honeycomb (when formed in tight radii).

    HONEYCOMB CELL CONFIGURATION

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    Aramid Fiber Honeycomb:

    Use HRH-10 aramid fiber for core material.

    dipped in a heat-resistant phenolic resin

    Features:

    High strength and toughness in a small cell size

    Low density nonmetallic core.

    CORE MATERIAL

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    Table : Mechanical properties of HRH-10

    MECHANICAL PROPERTIES OF HRH-10

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    FABRICATION OF HONEYCOMB CORE

    (STRENGTH OPTIMIZATION OF HRH-10)

    Where,

    Ef = the elasticity modulus of the skins

    Ec = the in-plane elasticity modulus of the core

    Tf = the thickness of the skins

    Tc= the thickness of the core

    B= the width of the beamd = is the distance between the centers of the two faces

    e = the position of the neutral axis.

    Figure : Typical cross section of

    Honeycomb Sandwich

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    Assumption: weak core and strong CFRP skin and using classic Bernoulli hypothesis

    The position of the neutral axis

    Flexural Rigidity

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    MECHANICAL PROPERTIES AND TEST METHODS

    1. Compressive strength test

    Bare compressive test-without skin to core bonding

    Stabilized compressive test- with skin to core bonding

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    CRUSH STRENGTH

    When the spacecraft using such sandwich panels is hit by hyper velocity

    meteoroids the time while the panel going plastic deformation before

    getting crushed will be crucial for the astronauts to get out of the space

    crafts.

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    2. Plate shear test method

    The Shear strength and modulus values

    dimension as 6" x 2" x 0.5" for non-metallic honeycomb fibers.

    initiated by bonding the specimens to 1/2" thick steel loading plates.

    loading rate is normally 0.020 inches per minute.

    Shear deflections are to be measured with a displacement

    transducer that senses the relative movement of the two plates.

    Shear modulus is calculated from the slope of the initial

    straight-line portion of the load-deflection curve.

    Beam-flexure test can be used to test the core with higher

    densities but our goal is used to design core with density

    less than 3 pcf so we ignore this test.

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    SELECTION OF SKIN

    We made the decision to use IM10 12K epoxy composite with continuous

    unidirectional fiber

    Epoxy IM10 12K composite had high strength-to-weight and high stiffness-

    to-weight properties and is stronger than steel, lighter than aluminum and

    as stiff as titanium.

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    Unidirectional prepreg tapes have been mostly used in the aerospace industry.

    Fibers that have been oriented in 0/90 degree pattern to double the strength as

    compared to unidirectional orientation.

    use of only one layer of prepregs have higher chance of dimpling.

    ORIENTATION OF FIBERS

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    UNIDIRECTIONAL CFRP PREPREG TAPE

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    The table above shows the tensile and compressive properties of IM10 12k at different orientations.

    SKIN ORIENTATIONS MECHANICAL PROPERTIES

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    REQUIREMENTS OF ADHESIVES

    adhesives must function in adverse range of temperatures.

    should resist the radiations and thus the micro cracking.

    Insulation, high de-bonding energy.

    Adhesive should pass the outgassing standard test

    procedure according to ASTM E595.

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    ASTM TEST FOR OUTGASSING

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    SUMMARIZED RESULTS OF ASTM E595

    If (Collected volatile condensable material)CVCM 0.10% and TML

    (Total mass lost) 1.0%, the material passes.

    If CVCM 0.10% and TML > 1.0%, the material can pass if TML WVR

    1.0%.

    If CVCM > 0.10%, the material fails.

    If TML WVR (Water vapor regained) > 1.0%, the material fails.

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    TWO PART EPOXIES

    offer excellent cohesion, resist chemicals, bonds very well with most

    materials

    operate over adverse range of temperature (4K) to 550F.

    meet or exceed NASAs outgassing specification.

    ~40 g/m2 adhesive per skin considered to optimize the strength-to-weight

    ratio in bending of sandwich structure.

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    ADHESIVE FILLETS

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    CALCULATIONS

    Proposed Thickness of the core (tc)= 0.70

    Proposed Weight of the core(Wc): Density*Volume = 1.8 ft3*(0.7/12*10X11)= 11.55lb

    For skin (IM 10, 12k)

    Area covered by 2lb spool of IM 10=11*2800m=8420.8 ft2

    Weight of 11X10 IM 10 for one face of the panel= 2*110/8420.8=0.026lbs

    We propose to use 8 skins layer on each face of the core and 40g/m2 (0.008 lb/ ft2

    adhesive per skin layer to get the optimal strength-to-weight ratio in bending of

    sandwich structure.

    Total weight of the two part epoxy used in the panel= 0.008*8 (gaps between

    layers)*2(faces)*110(nominal area for the panel)=14.08 lbs

    Total weight of the proposed honeycomb core sandwich panel= 0.026*16(total no.of layers)+14.08+11.55=26.046lbs

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    CALCULATION CONTD

    Density of the overall proposed sandwich panel= 26.046/9.167=2.84lb/ ft3

    Overall density < 3lb/ ft3 (OK)

    Flexural rigidity

    From the table 2,

    Diameter of the each tow (layer of skin)= Sqrt(0.18*4/3.14)=0.478mm=0.0188

    Total thickness of skin on each side of the core (8 on each side)=8*0.0188=0.1504

    Total depth of the proposed panel: (0.1504)*2+ 0.70= 1.0004~1

    From Eq. 1

    Assuming Ec

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    CONCLUSIONS

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