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NASA CR - 112229 A PARAMETRIC STUDY OF PLANFORM AND AEROELASTIC EFFECTS ON AERODYNAMIC CENTER, a- AND q- STABlLW DERlVATIMS APPENDIX A A COMPUTER PROGRAM FOR CALCULATING DRAG FCR THIN ELASTIC AER3PLANES AT SUBSONIC AND SUPERSONIC SPEEDS U- AND 9- STABILITY DERIVATIVES AND INDUCE0 bY J. Roskom, C. Lon, and 5. Mehrotm Cctober 1972 SASA-CR-112229) A PA?AWZTRIC STUD? O? STIIBILITT PERIPdyV5S. APPEK3IX 1: A (Kansas Univ.) 173-21897 PLAMPORR AID IZPOELASTIC Ez'FPZS CN AERODYlA3IC CENTER, ALPHb- AND 9- Unclas 775 D AC $10.75 CSCL 01A ~3;01 02002 w- t!: Prepared under NASA Grant NGR !7-.N2 371 by The Flight Rtzxrch Labotc,. J Deportment of Aerospace Engineer rng The University of Kansas Lawrence, Kansas 66044 for Langley Research Center National Aeronautics and Space Administration

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  • NASA CR - 112229

    A PARAMETRIC STUDY OF PLANFORM AND

    AEROELASTIC EFFECTS ON AERODYNAMIC CENTER, a- AND q- STABlLW DERlVATIMS

    APPENDIX A

    A COMPUTER PROGRAM FOR CALCULATING

    DRAG FCR THIN ELASTIC AER3PLANES AT SUBSONIC AND SUPERSONIC SPEEDS

    U- AND 9- STABILITY DERIVATIVES AND INDUCE0

    bY J. Roskom, C. Lon, and 5 . Mehrotm

    Cctober 1972

    SASA-CR-112229) A PA?AWZTRIC STUD? O?

    STIIBILITT P E R I P d y V 5 S . A P P E K 3 I X 1: A (Kansas Univ . )

    173-21897 PLAMPORR A I D IZPOELASTIC E z ' F P Z S CN AERODYlA3IC CENTER, A L P H b - AND 9-

    U n c l a s 775 D AC $ 1 0 . 7 5 CSCL 01A ~ 3 ; 0 1 02002 w- t!:

    Prepared under NASA Grant NGR !7-.N2 371 by The Flight Rtzxrch Labotc,. J

    Deportment of Aerospace Engineer rng

    The University of Kansas Lawrence, Kansas 66044

    for

    Langley Research Center

    National Aeronautics and Space Administration

  • Chapter

    1 2 3

    4 5 6 -. I

    8 9

    10

    11

    TABLE OF CONTENTS

    Title - b age - Intduction .............................. 1 Table of Symbols. .......................... 4 Preparation ot Input Data ................... 10 3.1 Preparation of Planform

    Geometry Data ....................... 11 3.2 Prepmation of Moss

    Distribution Data ...................... 14 3.3 Preparation of Structural

    Data ................................ 14 Input Data Format ......................... 15 O\ryut Data Format ....................... 22 T a t Case 1 .............................. 26 TestCase 2 .............................. 38 Test Case 3 .............................. 59 Computer Program Listing ................... 72 Appendix .............................. 1 70 References .............................. 173

    ... Ill

  • 1. INTRODUCTION - The computer program used t o determine the r i g i d and e las t i c s t z b i l i t y

    der ivat ives presented i n the sumnary reoort (Ref. 1) i s l i s t e d i n t h i s appendix along w i th inst ruct ions f o r i t s use, sample input data and answers. represents the airplane a t subsonic and supersonic speeds as (a) t h i n surface9s) (without dihedral ) ca.posed of d iscrete panel s of constant pressure accordin the method of Woodward (Ref. 2) f o r the aerodynamic effects and slender b3am s) for the structural effects.

    influence coef f i c ien t matr ix (PI and a st ructura l inf luence coef f i c ien t m t S * i x [C] by the methods specif ied above.

    This pro r a m

    ‘i to Given a set o f input data, the computer program calculates an aerodylamic

    I n a d i f f e ren t opt ion (C] can be read i n frw tape.

    The s tab i l i ty der ivat ives determined by t h i s program and the equations used i n t h e i r calculat ion are given i n Table 1. r i g i d s t a b i l i t y der ivat ives (as well as ACP) [A] i s needed, whereas f o r e las t i c s t a b i l i t y der ivat ives both (A] and [C] are required.

    The program i s compatible w i th the geometry requirements and de f i n i t i ons of reference 3 , using assumptions defined I n the Appendix t o th is report.

    Using the method of Reference 4 the program i s also capable o f computing CD+/CL* f o r r i g i d and e las t i c wings.

    From the table i t can be seen tha t f o r

  • Stability Dcrivativcs for C) Rigid AitpIrincr

    Ocr ivaf ives

    C mQ

    m C

    q

    For mu I as

    Stability Derivat:ves for an Equivclent E

    Zero mass

    (constant

    load factor)

    Derivatives

    C La-

    E

    ma- I E

    C

    m C q i

    astic Airplane

    Dimelision

    Formulas

    -1 rodion

    -1 rad ion

    -1 rad iar I

    -1 tad ion

    D imensim

    radian - 1

    -i radian

    -1 radio,,

    - 1 rad ion

    Tablc 1 Lon!iiludinal Stobility Dcrivativcs for Rrgid and Elastic Airplnncs

    2

  • - Stobil i t y Dcrivcitivcs for an Equivolcnt Elost ic Airplonc (cont iriucd)

    Note:-

    Inertial

    (varying

    load factor)

    Dcrivativp;

    b n

    m

    b n

    bC -

    C E

    La

    C E

    Formulas

    - 9 C t . wI

    - 9 C m . wI

    -' c acL 1 an -1 b-

    'trim E ( 1 - -

    D irncnsion --

    non-dim.

    non-dim.

    2 se c

    2 sec

    2 - 1 sec ft

    2 -1 sec ft

    non-dim.

    non-dim.

    radian -' - 1

    radion

    Table -- 1 Longitudinal Stobilily'Dcrivativc!s for Rigid and - Elo:tic - - Airplancs (Concliirfcd) ----. -

    3

  • 2. TABLE OF SYMBOLS

    The units used for the physical quantities defined in this paper are given both in the International System of Units (SI) and the U.S. Castornary Units.

    Input Data

    Symbo ls Dcscr ipt ion Dimension

    ALT AI t i tude Feet (m .) ALT NU M Number of altitude

    runs to be made

    AM Mach Number AMASS (I)

    CCI

    C.. 'J

    Mass of panel "1" Structural influence md/lb. (rad/N .) cocff icient matrix

    Structural influence coefficient , angle of attack induced on panel i due to a unit load on panel j

    slugs (Kgm)

    b (rad/N)

    CLDES Desired I i f t coefficient CPCWL

    CPSWL

    CRE F CSHT

    KONl L

    Constant percent chord- wise lines

    Constant percent stream- wise lines

    Reference Chord Feet (m .) Structural root chord of Feet (m .) thc horizontal tail

    Structural root chord of Feet (m .) thc main wing

    2 2 E l value of the i th elastic Ib- inch (N-m ) axis segment

    GJ value of the Ith elastic Ib - incf 2 ax i s segment or Ib - f (N-m ) The Kth element of the array iASIGN and the number of an elastic axis end-point to which the Kth panel is attached

    1 for fuselage geometry data

    or Ib - ft2

    = 2 for wing geometry data = 3 for horizontal tail geometry data = 4 for canard aeometry data

    4

  • Symbols

    LPNL (1)

    LPNL (2)

    LPNL (3)

    LPNL (4)

    M

    MOVTEL

    N

    N1

    NC

    NCNTL NCONT

    NCONTL

    NCPl NCP2 NCP3 NCP4 NCPSWL

    Description

    Number of panels on front fuse I age Number of panels on rear fuselage

    Numbers of panels on main wing

    Number of panels on horizontal ta i l

    Maximum number of elastic axis end-points

    = 0, Non-movable tail = 1, Movable tail Total number of panels or, total number of unit loading points

    Attachment point of horizontal ta i l elastic axis to rear fuselage elastic oxis, point number

    Numbs of >ections of the aerodynamic surface

    See Sec. 4 for complete description

    = 0 i f geometr data are input

    = 1 i f geometry data are prepared accordinq to Ref. 1 = 1 for front fuselage data = 2 for rear fuselage data = 3 for main wing data = 4 for horizontal t - .I 4ata Nurpber I of CPCWL on iuselage Number of CPCWL on wing Number of CPCWL on norkontal tail Number of CPCWL on canard Number of constant pe ient stream- wise lines

    Number of elastic axis end-points

    according to t b e present program

    Dimension

    NEA

    s

  • NE1 GJ

    RHO sos SREF TITLE W WDTHHT

    WDTHMW

    XCG (I)

    XEA (I)

    XREF

    XXL (1)

    XXL (2)

    XXT (1)

    X X T (2)

    YCG (1)

    YEA (I)

    Description Dimension

    = 0 if E1 and GJ values are in Ib-inch2

    = 1 i f E 1 and GJ values are in

    Air density

    Speed of sound

    Referenc- 0 area

    Any tit le for computer run

    Total weight of the airplane

    One-half the width of the fuselage at the horizontal tail

    One-half the width of the fuselage at the main wing

    I b-ft2

    x-coordinate of the loading point "I" x-coordinate of the elastic axis end-point "I" Attachment point of the main wing elastic axis to the fuselage elastic axis, x-coordinate

    x-coordinate of the L.E. of inboard chord

    x -coordinate of L .E. of outboard chord

    x -coordinate of T .E. of inboard chord

    X-coordinate of T .E. of outboard chord

    y-coordinate of the loading point "I" y-coordinate of the elastic axis end-point "I" y-coordin l te of inboard chord

    y-coordinate of outboard chord

    Z-coordinate of the section under consideration

    Sluss/ft3 (Kg/m3)

    ft/sec. (m/sec)

    f? (m2)

    Ib. (N.) Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    6

  • Output Data -

    Symbols Description

    Aerodynamic inf hence coeff i matrix

    a.. ‘J

    ALTITUDE

    AREA

    CD

    CDI

    CL

    CLALPA

    CLALPE

    CLALPR

    CLI

    CLQ

    CLQEBR

    CLQI

    CiTDDI

    CLTRIM

    ient

    Aerodynamic influence coefficient, load on panel i resulting from a unit angle of attack on panel j

    AI t itude

    Area of a panel

    Total induced drag coefficient

    Sectional induced drag coefficient $Li)

    Total lift coefficient

    C , Variation of l i f t coefticient with angle of attack f.x the elastic case with zero mass LaE

    C , Variation of l i f t coefficient with angle of attack for the elastic case including mass effect

    La E

    C # Airplane l ift curve slope La

    Sectional l i ft coefficient (C,)

    cL

    cL

    CL

    9

    qE

    41

    C # L a I

    C LTrirn

    Variation of I ift coefficient wi th pitch rate

    Variatior. of l i ft coefficient with pitch rate for the elastic case with zerc mass

    Inertially induced variation of I ift coefficient with pitch rate

    Inertially induced variation of lift coefficient with pitch angular acceieration

    Dimension

    2 -1 2 ft rad (rn rod-’)

    2 -1 2 ft rad (rn rad-’)

    Feet (m)

    (Feet)2 (m2)

    per rad.

    per rad.

    per rad.

    per rad.

    per rad.

    2 sec .

    7

  • Des cr id ion Dimension Symbols

    CLWDl

    CMALPA

    CMALPE

    CMALPR

    CMQ

    CMQE BR

    CMQI

    CMTDDI

    CMWDI

    CP

    CT

    DCLDN

    C I Inertially induced variation of l i f t coefficient with rate of downwcrd velocity per- tur bat ion

    'GI

    C I Variation of pitching ma- moment coefficient with angle E of attack for the elastic case

    with zero mass

    Cm , Variation of pitching of attack for the elastic case including mass effect

    aE moment coefficient with angle

    c # Variation of pitching moment ma coefficient with angle of attack

    (i .e. I static longitudinal stability)

    C Variation of pitching moment q coefficient with pitch rate

    C

    m

    , Variation of pitching moment qE coefficient wi th pitch rate m

    for the elastic case with zero mas,,

    Cm I Inertially induced variation of pitching moment coefficievt with

    91 pitch rate

    c . . Inertially induced variation of pitch angular cxelbrat ion

    "8, pitching moment coefficient with

    - I Inertially induced variation of wI pitching moment coefficient with

    rate of downward velocity ' perturbation ACpr Change in pressure coefficient

    Sectional leading edge thrust coaff icient

    between upper and lower surfaces

    8C /an I Variation of l i f t Coefficient with load factor I-

    2 2

    sec. per ft.

    (set /m)

    per rad.

    per rad.

    per rad.

    per rad.

    per rad.

    2 sec.

    2 sec. per f t

    2 (sec . /m)

    8

  • Symbols

    DCMDN

    GAMMA

    1ASlGN (I)

    MASS (I) REF. ARE A REF. CHORD REO sos VELOCITY

    WEIGHT XCG (I)

    XCP (I)

    YEA (1)

    Y

    YCG (I)

    YCP (I)

    YEA (I)

    ZCP (I)

    Description

    aC / an , Variation of pitching m moment coefficient wi th load factor

    Dynamic pressure

    E l Vu!ue for the I th elastic axis segment

    Non-dimensional local circulation (C;,/Zb) GJ value for the Ith eiastic axis sesment

    I un-ber of elastic axis end- point to which panel "I" i s attached

    Mass of l th panel

    Reference area

    Reference chord

    Air density

    Speed of sound

    = (Mach Number) x (speed of sound)

    Weight of the airplane

    -. v , coordinate of the centroid of l th panel or the lth unit loading point

    x-coordinate of the control point of I th panel

    x-coordinate of the Ith elastic axis end-point

    Non-dimensional spanw ise locat ion

    y-coordinate of the centroid of Ith panel or the Ith unit loading point

    y-coordinate of the control point - j i Ith panel

    -coordinate of the Ith elastic uxis end-point

    z-coordinate of the control poiRt,. of Ith panel

    Dimens ion -- - -

    Ib per ft'(N/m 2 ) 2 2 Ib-ft (N-m )

    2 2 Ib-ft (N-m )

    Feet (m)

    Slugs/ft3 (K9/n3)

    ft. per. sec. (m/sec)

    ft. per. see. (m/sec)

    Ib. (N) Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m)

    Feet (m) 9

  • 3. PREPARATION OF INPUT DATA

    The preparation of input data for this computer program i s done in three steps:

    Step 1 Step 2 Step 3 Preparation of structural data (Sec. 3.3)

    Preparation of planform geometry data (Sec . 3.1 ) Preparation of mass distribution data (Sec. 3.2)

    - - -

    10

  • 3.1 Preparation of Planform Geometry Data

    The ground rules for defining the planform geometry and for dividing a planform

    A general p!anform i s taken as an exomple. Its projxtions in the x-y plane and

    The following paneling definitions should be observed.

    into aerodynamic panels are described below.

    the x-z plane are given in Figure 1 .

    1 Break Lines A break line on a planform i s a stream line which connects the leading and trailitkg

    edges and occurs when either the leuding - or trailing - edge has a slope discontinuity. Root and tip chords arealsa considered as break lines. A break line on one lifting surface creates a break line on the others. (See Figure 1 .)

    Referrirlg to the x-y plane view of the planform, there are 14 break lines. Table 2 defines these break lines precisely.

    TABLE 2

    Break Line

    1-1' 2-2' 3-3' 4 -4' 5-5' 6 -6' 7-7' 8-8' 9-9' 10-10' 11-11' 12-12' 13-13' 14-14'

    2 Sections

    Explanation

    RoLt chord of fuselage Tip chord of fuselage Root chord of wing Due to fuselage-wi ng overlapping Due to break line 12-12' on horizontal tail Due to slope discontinuity at 6' Due to break line 14-14' on horizontal tail Due to slope discontinuity at 8 Tip chord of wing Root chord of horizontal tai I Due to horiiontal tai l-fuselage overlapping Due to slope discontinuity at 12 Due to break line 6-6' Tip chord of horizot+I tai!

    A section i s a regiorr on !be configuration between two consecutiva break lines. For

    The variable NC on inpui card 4 sets the ndmber of sections. the example planform of Fi9t"re 1 there are seen to 5e 11 sections.

    3 Constant Percent Chordwise Lines. (CPCVUrL) ~

    These are the lines which divide !he sections in the chordwise direction. In general there could be any number of CPCWL's in a section. In the current Frcqram i t i s limited to 35. These can be different or! different aerodynamic surfaces, The 0% and 109% lines are the leading and trailing edges of the section. For accurale values of C lines are se!ected by using the scheme given in Ref. 3. 4 Constant Percent Streamwise Lines. (CPSWL)

    / CL , these Di

    These are the lines which divide the section in the streamwise direction. In general

    1 1

  • HORfZONTAL TAIL \

    X-2 PLANE VIEW

    X-Y PLANE VIEW

    Figure 1. Exampfc Planform

    12

  • there could he any number of CPSWL's in a section. I n the current program it i s limited to 35. However, in case one section i s behind another section in the streomwise direction, or one section is directly above another section, i t is desirable to use the same CPSWL's. The L% and 100% lines are the inboard and outkJard chords of the section.

    5 Pane; Numbers

    board of the section and from the leading edge to the trailing edge. Panels are numbered in the increasing order of sxt ion numbers, from inboard to out-

    6 Total Num5er of Panels (14) The present computer program i s limited to 300 panels.

    7 Control Point of a Panel

    passes through the centroid of the panel. I n al l cases tke downwash control point i s located at 0.95 of the local chord which

    ?3

  • 3.2 Prermration of Mass Distribution Data

    In the wing-body-toil program there are three different types of mass distributions to be considered: wing moss, body mass and tail moss. A procedure for determining these masses cannot be given such that all types of airplanes are covered by it. For the family of parametric wings studied herex, a detailed procedure for the calculation of mass distribution i s included in Appendix D of the Summary Report (Ref. 5). It i s possible to develop such procedures for tails and fuselages of parametric families of oirplanes.

    The user of this complete WBH program has the following options:

    a)

    b) read in a complete mass matrix from an external source.

    use the procedure developed for the parametric family of wings in Ref. 1 to find the wing part of the mass matrix. Read in the other mass contributions irom an external source.

    neglect the effect of mass and mass distribution. c) Whether or not option c) is realistic depends on the type of airplane under study. In Ref. 1 it was shown that in many instances the effect of moss i s negligible. For transport type (low load-factor type) airplanes this i s definitely not so.

    3.3 Preparation of Structural Data

    Given an EI distribution for fuselage and EI and GJ distribution for wing and hori- zontal tail, !he rnefC13cl 3lvm in Appendix E of the Summary Report (Ref. 6). i s used to determine al l the input data for structural matrlx.

    14

  • -c 0

    -c .- 3

    n

    3 0.

    6

    c

    d E !! 2 cn 0

    YI Q) > .- c

    9

    c 0 0. 3

    v) 0 3 Q

    c

    5 v .- L Q) -0

    E 0 0

    a

    L

    !2

    N N

    9 c c

    c E 0 (v c

    c Q Q, V X 9)

    v) E 8 P 0 3

    f c 0-

    c c 2 a C I

    P s P 8 0' 0

    V P s f U - 6

    m c hl

    15

  • E C 0 Q m C 1) (I 0

    .-

    -- - L .- C 3

    0

    0 0

    3 C

    0

    Y

    L

    E

    L

    n - a, t 0 Q

    0

    9, 0

    3 t

    0 0 i-

    cc

    L

    E

    - &

    n 0 > 0 >

    .- + f E 0

    e C Q)

    Q 9,

    0

    0, C

    0 0 0 0 -0

    0 Q

    Q al 9 0

    3

    C

    ul

    E

    f c

    .- P

    2

    E

    c c

    n .-.

    0 - h l m rt 0 - II II :I II II II II

    Q) m 0

    Q) ur 3 rc C 0

    Q) C Y)

    .- - t 3 P .- 0 L U

    C 9, U

    9, Q

    C 0

    c 0 U

    0

    9, 5,

    c

    L

    c

    c m

    Y

    L

    E i

    0, c .- 3 C 0

    0, C

    Q)

    m

    .- - n .- 3 2 -f V

    C 9,

    P) a C 0

    C 0 0

    0

    Q) 1)

    .L

    2 +

    c n

    %

    L

    E i

    .- 0

    0 C 0 -4

    c - c

    .- 5

    -c C 0

    9) C

    9,

    n

    .- - n .- 3 P 0 3z 0

    C 9,

    9, Q

    C 0

    C

    c

    E c

    c m

    s cc 0

    9, 1)

    L

    E 1

    -2 0 C 0 U

    C 0

    9, C

    Y)

    .- - 9, VI .- 3 P 0 -t 0

    C 9,

    9, Q

    C 0

    C 0 L'

    0

    9,

    c

    2 c

    c Y,

    L

    L.

    n E 2

    m 9, 0 0

    3

    0

    0 C x 'D

    9, 0 9,

    .c L

    Y)

    .- E

    I!

    5 Lc. 0

    C 0

    0 9,

    0

    9, D

    n

    .- c

    a LI-

    L

    E 1

    I- z a * V t I - z z z w

    4 0 v Z

    C

    -2 0 0 0 c

    z II v c Z Z 0 V Z- &

    v

    Lc .- -0 a, c

    n

    2 n -Y Y

    2? v

    3 's n C .- a,

    - 9 c ! c

    16

  • C 0

    0 C 0

    .- c - r"

    0 c z

    0 c

    L. 9) 0 E

    n n n n n n

    c

    h

    L E ( 0 hl !Y Y

    n

    v!

    c;t: 0 P

    W

    re C . -

    v! 0 c LL CQ v

    17

  • C 0

    0 C 0

    .- c

    I

    r"

    . 8 E .- c

    U Z

    00

    c

    0 il lL

    2 f u, 8 L

    8 n v)

    0 u- (v

    c

    Y

    I c Z 0 V 'Z

    - v! 0 u- c W

    e . cn 0 c L L (v v

    0 c

    OI F c

    18

  • . C 0

    7J .- !?

    . r! n Q)

    5 C

    Q) 0 0 - .

    .Y 3 x u - 0

    2 0

    a, 3 0 >

    m

    - 0 P

    z L 0 .I! 27i c 2 3

    7 0

    c m z - W L Q) s I-

    U C 0

    C 0

    0 C 0

    .- c

    - B

    c Q) 9)

    b b

    C .- .-

    Q) C 0 Q cc 0 .-

    0 4- c

    C a, U .- c c c c 0 0 0 0 - .- 0 c m w m v )

    --c-

    Q Q ) Q ) a , c c c c 0 0 0 0 Q Q Q Z

    a, xl 0 >

    -

    8 Lcu-LcLc 0 0 0 0 'c, .E L b L l Q ) a , Q ) Q ) PP9xl E E E E 3 3 3 3 z z z z

    'z)

    2 .- m

    i3 0-

    II

    . c

    . c

    't II II II

    n

    v! 0 u. a0

    c

    W

    c 0

    E u, n

    Q h v

    /

    L P, J) E

    'D'

    v 3 2

  • . .

    4- e l 0 Ei 0 -i- W

    LL

    0 LL v)

    c

    Y

    20

  • a, c 0 - !? .- 0

    0

    0 a 0

    C

    u-

    c L

    b

    YI c

    E" m Q, v)

    v) .- X 0 0

    0 P,

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    .- c v)

    I

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    c

    21

  • 5. OUTPUT DATA FCXMAT

    The output data are divided into five sections.

    1 . Geometry data

    inputted. The format i s self-explanatory in the output printout. The output vari- ables are:

    a) The number of sections into which the planform is divided. b) For each section inboard and outboard chord coordinates are given along with

    the constant percent chordwise lines and constant percent streamwise lines for that section.

    REF. AREA and REF. CHORD represent the reference area and the reference chord respectively.

    The planform geometry data i s outputted exactly in the same way as i t was

    c)

    2. Rigid longitudinal derivatives' - Corn pu te r Var i ab 1 e

    CLAL PR Explanation

    cL a

    CMAL P? C ma

    CLQ

    CMQ 9

    cL

    m C 4

    3. Sectional Cdi/CI 2 and the total induced drag parameter CD/CL* for rigid cotit igura t ion

    Computer Variable Explanation

    Y

    CDI

    CLI Sectional l i f t coefficient (C,)

    Non-dimens iona I spanwise I oca tion

    Sectional induced drag coefficient (C,.J;)

    GAMMA = C,C/2b where C = local chord

    CT Sectional leading edge thrust

    CDI/CL* * 2

    CD/(CL ,. CL;

    22

    Total Induced Drag Coefficient

    ' 2 cL

  • 4. ACp values for C L ~ ~ ~ o r a = 1 .O radians

    Computer Variat l e

    PANEL NUMBER

    (XCP, YCP, ZCP)

    (XCG, YCP = YCG)

    AREA

    CP

    MASS

    5. Panel assignment output

    Computer Variable

    I ' -

    (XCG, YCG)

    IAS IG N

    6 . Elostic axis data

    Computer Variable

    I

    (XEA, YEA)

    E l

    GJ

    7. Elostic longitudional derivatives

    Computer Variable

    WEIGHT

    RHO sos ALTITUDE

    VELOClTY

    Ex planat ion ~~

    Panel number

    Control point location

    Panel centroid location

    Panel area

    CP Mass of the panel

    Explanation

    Panel number or unit loading point number

    Panel centroid location or unit loading point location

    Number of elastic axis end-point to which panel "1" i s attached.

    Explanat ion

    E1"rstic axis end-point number

    Elastic oxis end-point location

    E l wlue of the Ith elastic oxir segment.

    GJ value of the Ith elastic axis segment.

    Explanat ion

    Total weight of the oirplane

    Air density and speed of sound ot that altitude

    = (Mach Number X Speed of sound)

    23

  • DYNAMIC PRESSURE

    CLT k IM

    CLALPA

    CMAL PA

    CLQEBR

    CMQEBR

    CLQi

    CMQ I

    CLWDI

    CLT D 0:

    CMT GDI

    DCLDN

    DCMDN

    CLALPE

    CMALPE

    Dynamic pressure

    C h i m

    E La

    C

    qE cL

    m C 91

    *I cL

    C

    C La E

    rn C

    24

  • 8. Cp values for deformed shape

    Computer Variables

    PANEL NUMBER

    Explanation -- Panel Number

    THETA (E) &E, , . .a i

    9. Sectional C,.,;/Cj - -n f igu rat ion. and the total induced drag parameter CDi/CI 2 for elastic Computer Variables

    Y

    CDI

    CL I

    GAMMA

    CDI/CL * * 2

    CD/(CL * CL)

    Explanation --- Non-dimensional spanwise location

    Sectional induced drag coefficient (Cdi)

    Sectional I:Tt coefficient (C y, )

    = C,C/2b

    Total Induced Drag Coefficient - - cL2

    25

  • 6. TESTCASE 1

    This test case deok with Wing 5 of 2ef. 1 (see Fig. 2). An inpur dota cards listing i s given in Table 3. Output data fix this test case are presented in Table 4.

  • I '

    A?= 3.0 A = 0.25 S = XIOSQFT (46.4SQM)

    SCALE: 1CM = 2FT (.611M)

    I I X x \

    Figure 2. Test Case 1 Planform

    27

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    37

  • 7. TOTCASE 2

    This test case deals with a complete elastic wing, body and hor kontal tail configur- ation. Figure 3 defines the overoll geometry for this case. Figure 4 defines the elastic axis location. Input data cards are listed in Table 5. Output data listing for this case :s uiven in Table 6.

    38

  • L t

    4.160FT (1.268M)

    /-

    i

    4 I I I

    I

    - 5.824FT (1.778M)

    4 8.925FT

    I (2.720M)

    1 8.90FT (5.761 M)

    f 1 1

    4

    11 .‘02FT I (3.359M) 1 8.708FT

    (2.654M)

    SCALE: 1CM = 5FT

    Figurz 3. Test Case 2 Planform.

    39

  • 67 (20.

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  • 8. TEST C M E 3

    I n this test case the geometry data of one of the examples given in Ref. 3 i s used. This geometry data i s reduced by the program to calculated rigid stability derivatives and A Cp values. Figure 5 gives the actual geometrical descl.iption and geometry assumed

    by the program. Input data cards are listed in Table 7 and output data are listed in Table 8.

    59

  • 60

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  • 9. COMPUTER PROGRAM LISTING

    The computer progmm was originally written by members of the Flight Research Labomtory at the University of Kansas for the Honeywell 635 computer system. The version listed in this document i s a revised version as optimized by Computer Sciences

    Corporation of Hampton, Virginia for the CDC 6600 computer at NASA Longley Research Center .

    72

  • Field length requid for problem

    /CMROL/’, XCP, YCP, ZCP, XCG AREA, AMASS, XN, YN, ZN, BPRIM

    FIGURE 6. FLOW CHART FOR MAIN LINE

    73

  • FIGURE 6. (continued)

    ALLOCATE COMMON FOR PROBLEM ARRAYS

    COAMAON

    OPE NMS 0 Open DISC Storage (TAPEZO) Read CCMMON/CMROV From DISC

    Read Problem INPUT From DISC, change DISC

    MATRICES. *ndex key to store

    8

    74

  • FIGURE 6. (continued)

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    75

  • OIGURE 6. (continued)

    LlNKlL

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    Compute pressure coefficients

    Compute rigid Stability DER l VAT 1vf 5

    Store A MATRIX on DISC

    Compute leoding edge t hf\rlt emf fic ient, induced DRAC coefficient and (CD 1/CL)2 c j RETURN

    76

  • FIGURE 6. (continued)

    D U G CALL

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    cj RETURN 77

  • FIGURE 6 . (cod inuc 4)

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  • 10. Appendix

    Assumptions f o r Data Reduction from Reference 3 -

    The present computer program i s valid only for thin elastic acroplones and therefore

    requires the reduction of the anfiguration data of Reference 3 t o sat is fy the input data format. The following assumptions are made for data reduction . 1.

    2.

    3.

    4.

    5.

    6 .

    7.

    a.

    9.

    10.

    11.

    12.

    The "Y" locations of the chords in Ref. lines for the present program.

    are assumed to be break

    The height of the wing (ZAVWNG) is calculated by taking the average value of z - coordinates of a l l break lines. In other words, camber is !aken to be zero. If the fuselage is not circular, it is modified to a circular s ' m p e by assuming a radius equal to the maximum y- coordinate at each station, the center of which is located at the omresponding z- coordinate.

    The z- coordinate of the fuselage (ZAVFUS) i s found by taking average value of centers of circular section.

    Half of t k fusokge width (FUSWTH) is calculated by taking the average radius of fuselage s=cticns at the root chord.

    If IQAVFUS-ZAVWNG) 5 (FUSWTH/2), the wing i s assumed to be in the plane

    mrd ina te of the root chord of the wing. of the fuselage, i.e., ZA ly 4NG = ZAVFUS and FUSWTH is replaced by the y- lf the wing and Fuselage are not in the some plane, the wing is extended to the center line of the fuselage and the number of break lines for wing i s increased by one.

    The portion of the fuselage ahead of the wing leading edge is replaced by a tropezoid having a width equal to FUSWTH and area equal to the projected area of the fuselage in the x-y plane between the nose and wing root leading edge (See Figure A1 ).

    Assumption 8 i s also made for the portion of fuselage behind wing root trailing edge. (See Figure Al).

    The y- coordinates of a horizontal tail and CI canard are assumed to be the y- coordinatcs of the break lines for the corresponding surfaces.

    The heights of o horizontal tail by taking the avcrage value of surfaces

    and a canard (ZAVHT(2)) are calculatad t- coordinates of the corresponding

    Thc semi-width of ihc futelagc at the root chord of the horizontal tail (WDTHl) and the canard (WOTI-12) i s calculoted by taking the average radius of fuscloge sect ions Ixtwecn t Iic corresponding root chords .

    1 70

  • 13. If I(ZAVti1 ( I ) - ZAVFUS) I (WDTH 1/2), thc tail i s assumed to bc in the plane of the fusclogc i.e. ZAVHT I 1 ) = ZAVFS.

    14. If thc tail i s not in the plane of the fuselage, thc tail i s extended to thc center line of the fuselage and the number of break lines of the tail ore increased by one.

    15.

    16.

    Assumptions 13 and 14 are also applicable to a canara surface.

    A break line on the wing induces a break line at the some y- location on the horizontal taif and on the canard and vice versa.

    17. Between the two break lines on any aerodynamic surface the consiant percent streamwise lines are calculated such that they are at least (b/20) apart.

    171

  • MODIFIED FUSELAGE

    - ACTUAL FUSELAGE

    Figure A . l . Futeloge Modification

    172

  • 11. REFERENCES

    1. Roskam, J. , and Lan, C.; "A Parametric Study o f Planform and Aerrrelas- t i c Ef fects on Aerodynamic Center, - and q- S t a b i l i t y Der ivat ivest" Sumnary Report, NASA CR-2117; Prepared under NASA Grant NGR 17-002-071 by the F l i g h t Research Laboratory o f the Department o f Aero- space Engineering o f the Universi ty o f Kansas, October, 1373.

    2. Woodward, F. A , , "Analysis and Design o f Wing-Body Combinaticm a t Subsonic and Supersonic Speeds," Journal of A i r c ra f t , Vol. 5, Na. 6, Nov.-Dec., 1968.

    3. Craidon, C. B., "Description o f a D i g i t a l Computer PrGgram (P22?0) f o r A i r c r a f t Configuration Plots," NASA TM X-2074.

    4. Lan, C. , Mehrotra, S. and Roskam, J., "Leading-Edge Force Features o f Aerodynamic F i n i t e Element Method ,'I CRINC-FRL Report F!o. 72-007, The Univers i ty o f Kansas, Ap r i l 1972.

    5. Roskam, J., Hamler, F. R., and Reynolds, D.' "Procedures Used t o De- termine the Mass D is t r i bu t i on for Ideal ized Low Aspect Ratio Two Spar Fighter blirtys ," KKA CR-112232; Prepared under NPSA Grant NGR 17-002-071 by the F l i g h t Research Laboratory o f the Department o f Aerospace Engineering o f the Universi ty o f Kansas, October, 1972. Appendix D o f the Summary Report, NASA CR-2117.

    6. Roskam, J., Lan, C., Smith, H., and Gibson, G.; "Procedures Used t o Determine the Structural Representation f o r Ideal i t e d Low Aspect Ratio Two Spar Fighter Wings," NASA CR-112233; Prepared under NASA Grant NGR 17-002-071 by the F l i g h t Research Laboratory o f the Department o f Aerospace Engineering o f the Universi ty o f Kansas, October, 1972. Appendix E o f the Summary Report, NASA CR-2117.

    1 73