ansys model of a cylindrical fused silica fibre-01

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    ANSYS Model of a CylindricalFused Silica Fibre

    Steven ZechEmbry-Riddle Aeronautical niversity

    !r" !avid Croo#s and !r" Calum $orrie

    niversity of %las&o'

    () *une (++,

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    (

    vervie'

    N$E. $his $utorial 'as desi&ned for a /erson 'ith some &eneral0no'led&e of ANSYS"

    Model a Cylindrical Fused Silica Fibre usin& eamelements"

    E2tract the ener&y in the ta/ered re&ion and com/are tooverall ener&y"

    Material 3ro/erties. E4 5 6"(E1+

    3R4Y 5 +"16

    !ensity 5 ((+(

    oundary Conditions. Constrained at one end"

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    !esi&nin& the Fibre

    8 Enter ANSYS8 Create 9 0ey/oints:at the /oints. ;+ ;+ ;+

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    !esi&nin& the Fibre

    8 !efinin& the 7 HEAMI Sections8 Main Menu B 3re/rocessor B Sections Beam B

    Common Sections

    8 For ! 1 :Name. $o/< Sub-$y/e. Circle< R. 1"?e-7 NM!E. ,>Calc" Elem Results. Chec# YesB 0 B 0

    8 SAKE ;tility Menu B File B Save R ty/eSAKE in the ANSYS Command 3rom/t"=

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    Solvin&" " "

    8 Main Menu B Solution B Solve B Current DS L e&in Solution ofCurrent Doad Ste/B 0

    8 hen the solution is done clic# :Close and /roceed to 3ost-3rocessin&

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    3ost-3rocessin&

    8 Findin& the Ener&y8 Main Menu B %eneral 3ost3roc B Read Results B by 3ic#

    $his 'ill sho' the , solutions ;or modes= and the freuency at 'hich the mode e2ists"

    8 3ic# Set 1 B Read B Close

    8 Main Menu B %eneral 3ost3roc B Element $able B !efine $able B

    Add :tem. Ener&y B SENE B 0 B Close8 For a list of each element and its ener&y at the /ic#ed freuency.

    8 Main Menu B %eneral 3ost3roc B Element $able B Dist Elem $able

    8 For the total ener&y at the /ic#ed freuency.8 Main Menu B %eneral 3ost3roc B Element $able B Sum of Each tem B

    0

    8 $o &et an Ener&y of a !ifferent Freuency or Mode.8 Main Menu B %eneral 3ost3roc B Read Results B by 3ic#

    8 3ic# Freuency B Read B Close

    8 Main Menu B %eneral 3ost3roc B Element $able B !efine $able B/date

    8 Main Menu B %eneral 3ost3roc B Element $able B Sum of Each tem B0

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    Ener&y in the $a/ered Nec#

    8 Selectin& the Elements in the Nec#

    8 tility Menu B Select B Entities B Dines B y NumG3ic#

    8 Select line ( B 0 ;Raise idden=

    8 B Elements B Attached to B Dines B A//ly B 3lot

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    Ener&y in the $a/ered Nec#

    8 Findin& the Ener&y

    8 Re/eat the /rocess from findin& the total ener&y onlyResults 'ill be for selected re&ion only"

    8 Selectin& Everythin&

    8 tility Menu B Select B Everythin&

    8 tility Menu B 3lot B Elements ;or ty/e E3D$ in theANSYS Command 3rom/t

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    A//lyin& &ravity and sin&Stress Stiffenin& Effects

    Steven Zech

    Embry-Riddle Aeronautical niversity

    7 Au&ust (++,

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    Settin& u/ an e2am/le model

    8 Create a 3endulum usin& the methods fromHANSYS Model of a Cylindrical Fused SilicaFibreI by the same Author

    8 Choose an element that has stress stiffenin&effects ;i"e" EAM1@)= and add material/ro/erties

    8 Create #ey/oints< lines and eam sections"

    8 A//ly mesh and all !is/lacement criteria in the

    /re-/rocessor ;3re/6=

    $his 'as made 'ith the nformation fromilde FEA Dtd" and the ANSYS 3roduct el/

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    Addin& %ravity to the ANSYS Model

    8 A//lyin& %ravity

    8 Main Menu B Solution ;can also be a//lied in 3re/rocessor= B!efine Doads B A//ly B Structural B nertial B %ravity B %lobal"

    8 $o a//ly &ravity ;or to HSimulate %ravityI=< An acceleration must bea//lied in the o//osite direction of &ravity" E2am/le. if &ravity is in the

    ne&ative y-direction ;i"e" -)"@1 mGs(= then a//ly an ACED Y of O)"@1";See fi&ure=

    8 Solvin& usin& a Static Solution ;ncludin& Stress Stiffenin&=

    8 A Static solution must be ran before the Modal solution to calculatethe Ei&en values and ei&envectors to /ro/erly model Stressstiffenin& as a result of &ravity"

    8 Main Menu B Solution BAnalysis $y/e B Ne' Analysis BStatic B 0

    8 Solve

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    Addin& %ravity cont" " "

    8 Modal Solution

    8 Main Menu B %eneral3ost3roc ;to avoid error messa&es=

    8 Main Menu B Solution BAnalysis $y/e

    8 B Ne' Analysis B ModalB 0

    8 B Analysis /tions :No"of Modes to e2tract. (9>NM!E. (9> Calc" ElemResults. Chec# Yes>3S$RES. Chec# Yes B0 B 0

    8 SDKE

    8 Revie' the Results

    $he 3S$RES command uses the Ei&en values and Ei&envectors calculated in the Static

    solution to add stress stiffenin&< 'hich is needed to simulate &ravity in the model"