7/24/2019 Reporte Ansys
1/85
Project
First Saved Friday, February 05, 2016
Last Saved Friday, February 05, 2016
Product Version 16.0 Release
Save Project Beore Solution !o
Save Project "ter Solution !o
7/24/2019 Reporte Ansys
2/85
Contents
Units
Model (E4, F4)
o Geometry
rim
Parts
o Coordinate Systems
o
Connections
Contacts
Contact Region
o Mesh
Mesh Controls
o Static Structural (E5)
Analysis Settings
Rotational Velocity
Loads
Solution (E6)
Solution Inormation
Results
o Static Structural 2 (F5)
Analysis Settings
Rotational Velocity
7/24/2019 Reporte Ansys
3/85
Loads
Solution (!6)
Solution Inormation
Results
Material Data
o Acero SAE "#$#
Units
TABLE 1
#nit Syste$ %etric &$$, '(, !, s, $V, $") *e(rees rad+s elsius
"n(le *e(rees
Rotational Velocity rad+s
-e$erature elsius
Model (E4, F4)
Geometry
TABLE 2Model (E4, F4) > Geometr
/bject !a$e Geometry
State Fully *eined
!e"inition
Source#sers#ser*ocu$entslas10$eroyectori$3ilesd0S4S*%S4S.a(d
b
-ye *esi(n%odeler
Len(t #nit %eters
le$ent ontrol Pro(ra$ ontrolled
*islay Style Body olor
Bo#ndin$ Bo%
Len(t 770,2 $$
Len(t 4 588,8 $$
Len(t 9 588,8 $$
Pro&erties
Volu$e 2,5:62e;00< $$=
%ass 200,7> '(
Scale Factor 1,
7/24/2019 Reporte Ansys
4/85
Value
'ttistics
Bodies 2
"ctive Bodies 2
!odes 107676
le$ents 58>05
%es %etric !one
Bsic Geometr &tions
Para$eters 4es
Para$eter ?ey *S
"ttributes !o
!a$edSelections
!o
%aterialProerties
!o
Ad*nced Geometr &tions#se "ssociativity 4es
oordinateSyste$s
!o
Reader %odeSaves #dated
File!o
#se @nstances 4es
S$art "*#date
!o
o$are Parts
/n #date
!o
"ttac File Via-e$ File
4es
-e$orary*irectory
#sers#ser"*ataLocal-e$
"nalysis -ye 7A*
*eco$ose*isjoint
eo$etry4es
nclosure andSy$$etry
Processin(4es
TABLE +Model (E4, F4) > Geometr > Bod Gro#&s
/bject !a$e rim
State %esed
Gr&ics Pro&erties
Visible 4es
7/24/2019 Reporte Ansys
5/85
!e"inition
Suressed !o
"ssi(n$ent "cero S" 1020
oordinate Syste$ *eault oordinate Syste$
Bo#ndin$ Bo%
Len(t 770,2 $$
Len(t 4 588,8 $$
Len(t 9 588,8 $$
Pro&erties
Volu$e 2,5:62e;00< $$=
%ass 200,7> '(
entroid 0,15:55 $$
entroid 4 >,5eA002 $$
entroid 9 A2,005
%es %etric !one
TABLE 4Model (E4, F4) > Geometr > rim > Prts
/bject !a$e CirPattern3 Revolve1
State %esed
Gr&ics Pro&erties
Visible 4es
loE 0
Sininess 1
-ransarency 1
Secularity 1
!e"inition
Suressed !o
@* &Beta) 1< 1>
Stiness Beavior Fleible
oordinate Syste$ *eault oordinate Syste$
Reerence -e$erature By nviron$ent
Mteril
"ssi(n$ent "cero S" 1020
!onlinear ects 4es
-er$al Strain ects 4es
7/24/2019 Reporte Ansys
6/85
Bo#ndin$ Bo%
Len(t $$ 770,2 $$
Len(t 4 :88,57 $$ 588,8 $$
Len(t 9 50: $$ 588,8 $$
Pro&erties
Volu$e 2,6121e;006 $$= 2,285e;00< $$=
%ass 20,55< '( 1,87 '(
entroid A115,62 $$ 17,7> $$
entroid 4 2,8:68eA007 $$ 0,106:1 $$
entroid 9 5,1:eA007 $$ A2,>0:5eA007 $$
%o$ent o @nertia @1 :,06:e;005 '(C$$D >67 >7 Coordinte 'stems > Coordinte 'stem
/bject !a$e Global Coordinate System
State Fully *eined
!e"inition
-ye artesian
oordinate Syste$ @* 0,
ri$in
/ri(in 0, $$
/ri(in 4 0, $$
/ri(in 9 0, $$
!irectionl .ectors
"is *ata G 1, 0, 0, H
4 "is *ata G 0, 1, 0, H
9 "is *ata G 0, 0, 1, H
Connections
TABLE /Model (E4, F4) > Connections
/bject !a$e Connections
State Fully *eined
7/24/2019 Reporte Ansys
7/85
A#to !etection
enerate "uto$atic onnection /n Reres 4es
Trns&renc
nabled 4es
TABLE 0Model (E4, F4) > Connections > Contcts
/bject !a$e Contacts
State Fully *eined
!e"inition
onnection -ye ontact
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
A#to !etection
-olerance -ye Slider
-olerance Slider 0,
-olerance Value 2,27>: $$
#se Ran(e !o
Face+Face 4es
Face+d(e !o
d(e+d(e !o
Priority @nclude "ll
rou By Bodies
Searc "cross Bodies
'ttistics
onnections 1
"ctive onnections 1
TABLE Model (E4, F4) > Connections > Contcts > Contct e$ions
/bject !a$e Contact Region
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
ontact 10 Faces-ar(et 1 Face
ontact Bodies irPattern7
-ar(et Bodies Revolve1
!e"inition
-ye Bonded
Scoe %ode "uto$atic
7/24/2019 Reporte Ansys
8/85
Beavior Pro(ra$ ontrolled
-ri$ ontact Pro(ra$ ontrolled
-ri$ -olerance 2,27>: $$
Suressed !o
Ad*nced
For$ulation Pro(ra$ ontrolled
*etection %etod Pro(ra$ ontrolled
Penetration -olerance Pro(ra$ ontrolled
lastic Sli -olerance Pro(ra$ ontrolled
!or$al Stiness Pro(ra$ ontrolled
#date Stiness Pro(ra$ ontrolled
Pinball Re(ion Pro(ra$ ontrolled
Geometric Modi"iction
ontact eo$etry orrection !one
-ar(et eo$etry orrection !one
Mesh
TABLE 3Model (E4, F4) > Mes
/bject !a$e Mesh
State Solved
!is&l
*islay Style Body olor
!e"#lts
Pysics Preerence %ecanical
Relevance 0
'iin$
#se "dvanced SiIe Function /
Relevance enter oarse
le$ent SiIe *eault
@nitial SiIe Seed "ctive "sse$bly
S$ootin( %ediu$
-ransition Fast
San "n(le enter oarse
%ini$u$ d(e Len(t 0,2::620 $$
5n"ltion
#se "uto$atic @nlation !one
@nlation /tion S$oot -ransition
-ransition Ratio 0,2
7/24/2019 Reporte Ansys
9/85
@nlation "l(orit$ Pre
VieE "dvanced /tions !o
Ptc Con"ormin$ &tions
-rian(le Surace %eser Pro(ra$ ontrolled
Ptc 5nde&endent &tions
-oolo(y ec'in( !o
Ad*nced
!u$ber o P#s or Parallel Part %esin( Pro(ra$ ontrolled
Sae ec'in( Standard %ecanical
le$ent %idside !odes Pro(ra$ ontrolled
Strai(t Sided le$ents !o
!u$ber o Retries *eault &:)
tra Retries For "sse$bly 4es
Ri(id Body Beavior *i$ensionally Reduced
%es %orin( *isabled
!e"et#rin$
Pinc -olerance Please *eine
enerate Pinc on Reres !o
"uto$atic %es Based *eeaturin( /n
*eeaturin( -olerance *eault
'ttistics
!odes 107676
le$ents 58>05
%es %etric !one
TABLE 16Model (E4, F4) > Mes > Mes Controls
/bject !a$e Face Sizing Face Sizing 2
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry 7 Faces 1 Face
!e"inition
Suressed !o
-ye le$ent SiIe
le$ent SiIe 8, $$
Beavior Sot
'ttic 'tr#ct#rl (E-)
TABLE 11Model (E4, F4) > Anlsis
7/24/2019 Reporte Ansys
10/85
/bject !a$e Static Structural (!"
State Solved
!e"inition
Pysics -ye Structural
"nalysis -ye Static Structural
Solver -ar(et %ecanical "P*L
&tions
nviron$ent -e$erature 22, J
enerate @nut /nly !o
TABLE 12Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > Anlsis 'ettin$s
/bject !a$e #nalysis Settings
State Fully *eined
'te& Controls
!u$ber /Stes
1,
urrent Ste!u$ber
1,
Ste nd -i$e 1, s
"uto -i$eStein(
Pro(ra$ ontrolled
'ol*er Controls
Solver -ye Pro(ra$ ontrolled
Kea' Srin(s Pro(ra$ ontrolled
Solver Pivot
ec'in( Pro(ra$ ontrolled
Lar(e*election
/
@nertia Relie /
estrt Controls
enerateRestart Points
Pro(ra$ ontrolled
Retain Files"ter Full Solve
!o
7onliner Controls
!eEtonARason
/tionPro(ra$ ontrolled
Forceonver(ence
Pro(ra$ ontrolled
%o$entonver(ence
Pro(ra$ ontrolled
*islace$entonver(ence
Pro(ra$ ontrolled
7/24/2019 Reporte Ansys
11/85
Rotationonver(ence
Pro(ra$ ontrolled
Line Searc Pro(ra$ ontrolled
StabiliIation /
#tt Controls
Stress 4es
Strain 4es
!odal Forces !o
ontact%iscellaneous
!o
eneral%iscellaneous
!o
Store Results"t
"ll -i$e Points
ace Resultsin %e$ory
&Beta)
!ever
Anlsis !t Mn$ement
Solver Files*irectory
#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4SA:%
Future "nalysis !one
Scratc SolverFiles *irectory
Save %"P*Ldb
!o
*elete#nneeded Files
4es
!onlinearSolution
!o
Solver #nits "ctive Syste$
Solver #nitSyste$
n$$
TABLE 1+Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > ottions
/bject !a$e Rotational $elocity
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
*eine By Vector
%a(nitude 100, rad+s &ra$ed)
"is *eined
Suressed !o
7/24/2019 Reporte Ansys
12/85
F5GUE 1Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > ottionl .elocit
TABLE 14Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > Lods
/bject !a$e Fi%ed Su&&ort Pressure Force
State Fully *eined'co&e
Scoin( %etod eo$etry Selection
eo$etry 1 Face 7 Faces
!e"inition
@* &Beta) 72 75 7705 %Pa &ra$ed)
oordinate Syste$ lobal oordinate Syste$ o$onent 0, ! &ra$ed)
4 o$onent 'ttic 'tr#ct#rl (E-) > Press#re
7/24/2019 Reporte Ansys
13/85
F5GUE +Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > Force
7/24/2019 Reporte Ansys
14/85
Solution (E6)
TABLE 1-Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > 'ol#tion
/bject !a$e Solution ('"
State SolvedAd&ti*e Mes e"inement
%a Reine$ent Loos 1,
Reine$ent *et 2,
5n"ormtion
Status *one
Post Processin$
%es Source &Beta) Pro(ra$ ontrolled
alculate Bea$ Section Results !o
TABLE 1/Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > 'ol#tion (E/) > 'ol#tion 5n"ormtion
/bject !a$e Solution n)ormation
State Solved
'ol#tion 5n"ormtion
Solution /utut Solver /utut
!eEtonARason Residuals 0
#date @nterval 2,5 s
*islay Points "ll
FE Connection .isi8ilit
"ctivate Visibility 4es
*islay "ll F onnectors
*raE onnections "ttaced -o "ll !odes
Line olor onnection -ye
Visible on Results !o
Line -ic'ness Sin(le
*islay -ye Lines
TABLE 10Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > 'ol#tion (E/) > es#lts
/bject !a$e *otal +e)ormation ,uivalent Stress
State Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
Layer ntire Section
!e"inition
-ye -otal *eor$ation Muivalent &vonA%ises) Stress
7/24/2019 Reporte Ansys
15/85
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
es#lts
%ini$u$ 0, $$ 0,12::< %Pa
%ai$u$ 'ttic 'tr#ct#rl (E-) > 'ol#tion (E/) > Totl !e"ormtion
7/24/2019 Reporte Ansys
16/85
TABLE 1Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > 'ol#tion (E/) > Totl !e"ormtion
-i$e GsH %ini$u$ G$$H %ai$u$ G$$H
1, 0, 'ttic 'tr#ct#rl (E-) > 'ol#tion (E/) > E9#i*lent 'tress
TABLE 13Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > 'ol#tion (E/) > E9#i*lent 'tress
-i$e GsH %ini$u$ G%PaH %ai$u$ G%PaH
1, 0,12::< 77,05:
'ttic 'tr#ct#rl 2 (F-)
TABLE 26Model (E4, F4) > Anlsis
/bject !a$e Static Structural 2 (F!"
State Solved
!e"inition
Pysics -ye Structural
"nalysis -ye Static Structural
Solver -ar(et %ecanical "P*L
&tions
7/24/2019 Reporte Ansys
17/85
nviron$ent -e$erature 22, J
enerate @nut /nly !o
TABLE 21Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > Anlsis 'ettin$s
/bject !a$e #nalysis SettingsState Fully *eined
'te& Controls
!u$ber /Stes
1,
urrent Ste!u$ber
1,
Ste nd -i$e 1, s
"uto -i$eStein(
Pro(ra$ ontrolled
'ol*er Controls
Solver -ye Pro(ra$ ontrolled
Kea' Srin(s Pro(ra$ ontrolled
Solver Pivotec'in(
Pro(ra$ ontrolled
Lar(e*election
/
@nertia Relie /
estrt Controls
enerateRestart Points
Pro(ra$ ontrolled
Retain Files"ter Full Solve !o
7onliner Controls
!eEtonARason
/tionPro(ra$ ontrolled
Forceonver(ence
Pro(ra$ ontrolled
%o$entonver(ence
Pro(ra$ ontrolled
*islace$entonver(ence
Pro(ra$ ontrolled
Rotationonver(ence
Pro(ra$ ontrolled
Line Searc Pro(ra$ ontrolled
StabiliIation /
#tt Controls
Stress 4es
Strain 4es
7/24/2019 Reporte Ansys
18/85
!odal Forces !o
ontact%iscellaneous
!o
eneral%iscellaneous
!o
Store Results"t "ll -i$e Points
ace Resultsin %e$ory
&Beta)!ever
Anlsis !t Mn$ement
Solver Files*irectory
#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4SA5%
Future "nalysis !one
Scratc SolverFiles *irectory
Save %"P*Ldb !o
*elete#nneeded Files
4es
!onlinearSolution
!o
Solver #nits "ctive Syste$
Solver #nitSyste$
n$$
TABLE 22Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > ottions
/bject !a$e Rotational $elocity
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
*eine By Vector
%a(nitude 80, rad+s &ra$ed)
"is *eined
Suressed !o
F5GUE /Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > ottionl .elocit
7/24/2019 Reporte Ansys
19/85
TABLE 2+Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > Lods
/bject !a$e Pressure Force Fi%ed Su&&ort
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry 7 Faces 1 Face
!e"inition
@* &Beta) 57 55 61
-ye Pressure Force Fied Suort
*eine By !or$al -o o$onents
%a(nitude 0,2:172 %Pa &ra$ed)
Suressed !o
oordinate Syste$ lobal oordinate Syste$
o$onent 0, ! &ra$ed)
4 o$onent 88>6,: ! &ra$ed)
9 o$onent 0, ! &ra$ed)
F5GUE 0Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > Press#re
7/24/2019 Reporte Ansys
20/85
F5GUE Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > Force
7/24/2019 Reporte Ansys
21/85
Solution (F6)
TABLE 24Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion
/bject !a$e Solution (F'"
State SolvedAd&ti*e Mes e"inement
%a Reine$ent Loos 1,
Reine$ent *et 2,
5n"ormtion
Status *one
Post Processin$
%es Source &Beta) Pro(ra$ ontrolled
alculate Bea$ Section Results !o
TABLE 2-Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > 'ol#tion 5n"ormtion
/bject !a$e Solution n)ormation
State Solved
'ol#tion 5n"ormtion
Solution /utut Solver /utut
!eEtonARason Residuals 0
#date @nterval 2,5 s
*islay Points "ll
FE Connection .isi8ilit
"ctivate Visibility 4es
*islay "ll F onnectors
*raE onnections "ttaced -o "ll !odes
Line olor onnection -ye
Visible on Results !o
Line -ic'ness Sin(le
*islay -ye Lines
TABLE 2/Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > es#lts
/bject !a$e *otal +e)ormation ,uivalent Stress
State Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
Layer ntire Section
!e"inition
-ye -otal *eor$ation Muivalent &vonA%ises) Stress
7/24/2019 Reporte Ansys
22/85
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
es#lts
%ini$u$ 0, $$ : %Pa
%ini$u$ /ccurs /n irPattern7 Revolve1
%ai$u$ /ccurs /n Revolve1
5n"ormtion
-i$e 1, s
Load Ste 1
Subste 1
@teration !u$ber 1
5nte$rtion Point es#lts
*islay /tion "vera(ed
"vera(e "cross Bodies !o
F5GUE 3Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > Totl !e"ormtion
7/24/2019 Reporte Ansys
23/85
TABLE 20Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > Totl !e"ormtion
-i$e GsH %ini$u$ G$$H %ai$u$ G$$H
1, 0, 8,6eA002
F5GUE 16Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > E9#i*lent 'tress
TABLE 2Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > E9#i*lent 'tress
-i$e GsH %ini$u$ G%PaH %ai$u$ G%PaH
1, :
Mteril !t
Acero SAE 1020
TABLE 23Acero 'AE 1626 > Constnts
*ensity 5sotro&ic Elsticit
-e$erature 4oun(Os %odulus %Pa PoissonOs Ratio Bul' %odulus %Pa Sear %odulus %Pa
7/24/2019 Reporte Ansys
24/85
2,0
7/24/2019 Reporte Ansys
25/85
7/24/2019 Reporte Ansys
26/85
Contents
Units
Model (C4, D4)
o Geometry
rim
Parts
o Coordinate Systems
o
Connections
Contacts
Contact Region
o Mesh
Mesh Controls
o Static Structural (C5)
Analysis Settings
Rotational Velocity
Loads
Solution (C6)
Solution Inormation
Results
Stress %ool
Saety !actor
o Static Structural 2 (D5)
7/24/2019 Reporte Ansys
27/85
Analysis Settings
Rotational Velocity
Loads
Solution (&6)
Solution Inormation
Results
Stress %ool
Saety !actor
Material Data
o Aluminum Alloy
Units
TABLE 1
#nit Syste$ #.S. usto$ary &in, lb$, lb, s, V, ") *e(rees rad+s Fareneit
"n(le *e(rees
Rotational Velocity rad+s
-e$erature Fareneit
Model (C4, !4)
Geometry
TABLE 2Model (C4, !4) > Geometr
/bject !a$e Geometry
State Fully *eined
!e"inition
Source#sers#ser*ocu$entslas10$eroyectori$3ilesd0S4S*%S4S.a(d
b
-ye *esi(n%odeler
Len(t #nit %eters
le$ent ontrol Pro(ra$ ontrolled
*islay Style Body olor
7/24/2019 Reporte Ansys
28/85
Bo#ndin$ Bo%
Len(t 17, in
Len(t 4 27,181 in
Len(t 9 27,181 in
Pro&erties
Volu$e 1557,8 in=
%ass 155,:> lb$
Scale FactorValue
1,
'ttistics
Bodies 2
"ctive Bodies 2
!odes 268267
le$ents 15:
7/24/2019 Reporte Ansys
29/85
Processin(
TABLE +Model (C4, !4) > Geometr > Bod Gro#&s
/bject !a$e rim
State %esedGr&ics Pro&erties
Visible 4es
!e"inition
Suressed !o
"ssi(n$ent "lu$inu$ "lloy
oordinate Syste$ *eault oordinate Syste$
Bo#ndin$ Bo%
Len(t 17, in
Len(t 4 27,181 in
Len(t 9 27,181 in
Pro&erties
Volu$e 1557,8 in=
%ass 155,:> lb$
entroid 6,08:8eA007 in
entroid 4 7,
7/24/2019 Reporte Ansys
30/85
@* &Beta) 1< 1>
Stiness Beavior Fleible
oordinate Syste$ *eault oordinate Syste$
Reerence -e$erature By nviron$ent
Mteril
"ssi(n$ent "lu$inu$ "lloy
!onlinear ects 4es
-er$al Strain ects 4es
Bo#ndin$ Bo%
Len(t 2,87>< in 17, in
Len(t 4 1>,277 in 27,181 in
Len(t 9 1>,>>8 in 27,181 in
Pro&erties
Volu$e 15>,: in= 17>:,: in=
%ass 15,>52 lb$ 17>,5: lb$
entroid A:,5521 in 0,525eA007 in
entroid 9 2,026,18 lb$CinD 1:52: lb$CinD
%o$ent o @nertia @2 251,7 lb$CinD >162,> lb$CinD
%o$ent o @nertia @7 251,2> lb$CinD >16 Coordinte 'stem
/bject !a$e Global Coordinate System
State Fully *eined
!e"inition
-ye artesian
oordinate Syste$ @* 0,
ri$in
/ri(in 0, in
/ri(in 4 0, in
/ri(in 9 0, in
!irectionl .ectors
"is *ata G 1, 0, 0, H
4 "is *ata G 0, 1, 0, H
7/24/2019 Reporte Ansys
31/85
9 "is *ata G 0, 0, 1, H
Connections
TABLE /
Model (C4, !4) > Connections/bject !a$e Connections
State Fully *eined
A#to !etection
enerate "uto$atic onnection /n Reres 4es
Trns&renc
nabled 4es
TABLE 0Model (C4, !4) > Connections > Contcts
/bject !a$e Contacts
State Fully *eined
!e"inition
onnection -ye ontact
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
A#to !etection
-olerance -ye Slider
-olerance Slider 0,
-olerance Value 8,8166eA002 in#se Ran(e !o
Face+Face 4es
Face+d(e !o
d(e+d(e !o
Priority @nclude "ll
rou By Bodies
Searc "cross Bodies
'ttistics
onnections 1
"ctive onnections 1
TABLE Model (C4, !4) > Connections > Contcts > Contct e$ions
/bject !a$e Contact Region
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
7/24/2019 Reporte Ansys
32/85
ontact 10 Faces
-ar(et 1 Face
ontact Bodies irPattern7
-ar(et Bodies Revolve1
!e"inition
-ye Bonded
Scoe %ode "uto$atic
Beavior Pro(ra$ ontrolled
-ri$ ontact Pro(ra$ ontrolled
-ri$ -olerance 8,8166eA002 in
Suressed !o
Ad*nced
For$ulation Pro(ra$ ontrolled
*etection %etod Pro(ra$ ontrolled
Penetration -olerance Pro(ra$ ontrolled
lastic Sli -olerance Pro(ra$ ontrolled
!or$al Stiness Pro(ra$ ontrolled
#date Stiness Pro(ra$ ontrolled
Pinball Re(ion Pro(ra$ ontrolled
Geometric Modi"iction
ontact eo$etry orrection !one
-ar(et eo$etry orrection !one
Mesh
TABLE 3Model (C4, !4) > Mes
/bject !a$e Mesh
State Solved
!is&l
*islay Style le$ent uality
!e"#lts
Pysics Preerence %ecanical
Relevance 0
'iin$
#se "dvanced SiIe Function /
Relevance enter Fine
le$ent SiIe *eault
@nitial SiIe Seed "ctive "sse$bly
S$ootin( i(
-ransition Fast
San "n(le enter oarse
7/24/2019 Reporte Ansys
33/85
%ini$u$ d(e Len(t >,670>eA007 in
5n"ltion
#se "uto$atic @nlation !one
@nlation /tion S$oot -ransition
-ransition Ratio 0,2
7/24/2019 Reporte Ansys
34/85
le$ent SiIe *eault 0,1>685 in
Beavior Sot
'ttic 'tr#ct#rl (C-)
TABLE 11Model (C4, !4) > Anlsis
/bject !a$e Static Structural (C!"
State Solved
!e"inition
Pysics -ye Structural
"nalysis -ye Static Structural
Solver -ar(et %ecanical "P*L
&tions
nviron$ent -e$erature 'ttic 'tr#ct#rl (C-) > Anlsis 'ettin$s
/bject !a$e #nalysis Settings
State Fully *eined
'te& Controls
!u$ber /Stes
1,
urrent Ste!u$ber
1,
Ste nd -i$e 1, s
"uto -i$eStein(
Pro(ra$ ontrolled
'ol*er Controls
Solver -ye Pro(ra$ ontrolled
Kea' Srin(s Pro(ra$ ontrolled
Solver Pivotec'in(
Pro(ra$ ontrolled
Lar(e*election
/
@nertia Relie / estrt Controls
enerateRestart Points
Pro(ra$ ontrolled
Retain Files"ter Full Solve
!o
7onliner Controls
!eEtonA Pro(ra$ ontrolled
7/24/2019 Reporte Ansys
35/85
Rason/tion
Forceonver(ence
Pro(ra$ ontrolled
%o$entonver(ence
Pro(ra$ ontrolled
*islace$entonver(ence
Pro(ra$ ontrolled
Rotationonver(ence
Pro(ra$ ontrolled
Line Searc Pro(ra$ ontrolled
StabiliIation /
#tt Controls
Stress 4es
Strain 4es
!odal Forces !o
ontact%iscellaneous
!o
eneral%iscellaneous
!o
Store Results"t
"ll -i$e Points
ace Resultsin %e$ory
&Beta)!ever
Anlsis !t Mn$ement
Solver Files
*irectory
#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4SA
2%Future "nalysis !one
Scratc SolverFiles *irectory
Save %"P*Ldb
!o
*elete#nneeded Files
4es
!onlinearSolution
!o
Solver #nits "ctive Syste$
Solver #nitSyste$
Bin
TABLE 1+Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > ottions
/bject !a$e Rotational $elocity
State Fully *eined
'co&e
7/24/2019 Reporte Ansys
36/85
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
*eine By Vector
%a(nitude 100, rad+s &ra$ed)
"is *eined
Suressed !o
F5GUE 1Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > ottionl .elocit
TABLE 14Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > Lods
/bject !a$e Pressure Fi%ed Su&&ort Force
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry 7 Faces 1 Face 7 Faces
!e"inition
@* &Beta) >0 >6 110
-ye Pressure Fied Suort Force
*eine By !or$al -o o$onents
%a(nitude 28, si &ra$ed)
7/24/2019 Reporte Ansys
37/85
Suressed !o
oordinate Syste$ lobal oordinate Syste$
o$onent 0, lb &ra$ed)
4 o$onent 1627,6 lb &ra$ed)
9 o$onent 0, lb &ra$ed)
F5GUE 2Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > Press#re
F5GUE +Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > Force
7/24/2019 Reporte Ansys
38/85
Solution (C6)
TABLE 1-Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion
/bject !a$e Solution (C'"
State Solved
Ad&ti*e Mes e"inement
%a Reine$ent Loos 1,
Reine$ent *et 2,
5n"ormtion
Status *one
Post Processin$
%es Source &Beta) Pro(ra$ ontrolled
alculate Bea$ Section Results !o
TABLE 1/Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > 'ol#tion 5n"ormtion
/bject !a$e Solution n)ormation
State Solved
'ol#tion 5n"ormtion
Solution /utut Solver /utut
!eEtonARason Residuals 0
7/24/2019 Reporte Ansys
39/85
#date @nterval 2,5 s
*islay Points "ll
FE Connection .isi8ilit
"ctivate Visibility 4es
*islay "ll F onnectors
*raE onnections "ttaced -o "ll !odes
Line olor onnection -ye
Visible on Results !o
Line -ic'ness Sin(le
*islay -ye Lines
TABLE 10Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > es#lts
/bject !a$e *otal +e)ormation ,uivalent Stress
State Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
Layer ntire Section
!e"inition
-ye -otal *eor$ation Muivalent &vonA%ises) Stress
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
es#lts
%ini$u$ 0, in 8,1766 si
%ai$u$ 8,7>82eA007 in :0::,: si
%ini$u$ /ccurs /n irPattern7 Revolve1
%ai$u$ /ccurs /n Revolve1 irPattern7
5n"ormtion
-i$e 1, s
Load Ste 1
Subste 1
@teration !u$ber 1
5nte$rtion Point es#lts
*islay /tion "vera(ed
"vera(e "cross Bodies !o
F5GUE 4Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > Totl !e"ormtion
7/24/2019 Reporte Ansys
40/85
TABLE 1Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > Totl !e"ormtion
-i$e GsH %ini$u$ GinH %ai$u$ GinH
1, 0, 8,7>82eA007
F5GUE -Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > E9#i*lent 'tress
7/24/2019 Reporte Ansys
41/85
TABLE 13Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > E9#i*lent 'tress
-i$e GsH %ini$u$ GsiH %ai$u$ GsiH
1, 8,1766 :0::,:
TABLE 26Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > 'tress '"et Tools
/bject !a$e Stress *ool
State Solved
!e"inition
-eory %a Muivalent Stress
Stress Li$it -ye -ensile 4ield Per %aterial
TABLE 21Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > 'tress Tool > es#lts
/bject !a$e Sa)ety FactorState Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
-ye Saety Factor
7/24/2019 Reporte Ansys
42/85
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
5nte$rtion Point es#lts
*islay /tion "vera(ed
"vera(e "cross Bodies !o
es#lts
%ini$u$ Q 10
%ini$u$ /ccurs /n irPattern7
5n"ormtion
-i$e 1, s
Load Ste 1
Subste 1
@teration !u$ber 1
F5GUE /Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > 'tress Tool > '"et Fctor
TABLE 22Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > 'tress Tool > '"et Fctor
-i$e GsH %ini$u$ %ai$u$
7/24/2019 Reporte Ansys
43/85
1, 10,0:1 15,
'ttic 'tr#ct#rl 2 (!-)
TABLE 2+
Model (C4, !4) > Anlsis
/bject !a$e Static Structural 2 (+!"
State Solved
!e"inition
Pysics -ye Structural
"nalysis -ye Static Structural
Solver -ar(et %ecanical "P*L
&tions
nviron$ent -e$erature 'ttic 'tr#ct#rl 2 (!-) > Anlsis 'ettin$s
/bject !a$e #nalysis Settings
State Fully *eined
'te& Controls
!u$ber /Stes
1,
urrent Ste!u$ber
1,
Ste nd -i$e 1, s
"uto -i$eStein(
Pro(ra$ ontrolled
'ol*er Controls
Solver -ye Pro(ra$ ontrolled
Kea' Srin(s Pro(ra$ ontrolled
Solver Pivotec'in(
Pro(ra$ ontrolled
Lar(e*election
/
@nertia Relie /
estrt Controlsenerate
Restart PointsPro(ra$ ontrolled
Retain Files"ter Full Solve
!o
7onliner Controls
!eEtonARason
Pro(ra$ ontrolled
7/24/2019 Reporte Ansys
44/85
/tion
Forceonver(ence
Pro(ra$ ontrolled
%o$entonver(ence
Pro(ra$ ontrolled
*islace$entonver(ence Pro(ra$ ontrolled
Rotationonver(ence
Pro(ra$ ontrolled
Line Searc Pro(ra$ ontrolled
StabiliIation /
#tt Controls
Stress 4es
Strain 4es
!odal Forces !o
ontact
%iscellaneous !o
eneral%iscellaneous
!o
Store Results"t
"ll -i$e Points
ace Resultsin %e$ory
&Beta)!ever
Anlsis !t Mn$ement
Solver Files*irectory
#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4SA7%
Future "nalysis !one
Scratc SolverFiles *irectory
Save %"P*Ldb
!o
*elete#nneeded Files
4es
!onlinearSolution
!o
Solver #nits "ctive Syste$
Solver #nit
Syste$Bin
TABLE 2-Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > ottions
/bject !a$e Rotational $elocity
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
7/24/2019 Reporte Ansys
45/85
eo$etry "ll Bodies
!e"inition
*eine By Vector
%a(nitude 80, rad+s &ra$ed)
"is *eined
Suressed !o
F5GUE 0Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > ottionl .elocit
TABLE 2/Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > Lods
/bject !a$e Pressure Fi%ed Su&&ort Force
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry 7 Faces 1 Face 7 Faces
!e"inition
@* &Beta) 122 12: 172
-ye Pressure Fied Suort Force
*eine By !or$al -o o$onents
%a(nitude 75, si &ra$ed)
Suressed !o
7/24/2019 Reporte Ansys
46/85
oordinate Syste$ lobal oordinate Syste$
o$onent 0, lb &ra$ed)
4 o$onent 2000, lb &ra$ed)
9 o$onent 0, lb &ra$ed)
F5GUE Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > Press#re
F5GUE 3Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > Force
7/24/2019 Reporte Ansys
47/85
Solution (D6)
TABLE 20Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion
/bject !a$e Solution (+'"
State Solved
Ad&ti*e Mes e"inement
%a Reine$ent Loos 1,
Reine$ent *et 2,
5n"ormtion
Status *one
Post Processin$
%es Source &Beta) Pro(ra$ ontrolled
alculate Bea$ Section Results !o
TABLE 2Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > 'ol#tion 5n"ormtion
/bject !a$e Solution n)ormation
State Solved
'ol#tion 5n"ormtion
Solution /utut Solver /utut
!eEtonARason Residuals 0
7/24/2019 Reporte Ansys
48/85
#date @nterval 2,5 s
*islay Points "ll
FE Connection .isi8ilit
"ctivate Visibility 4es
*islay "ll F onnectors
*raE onnections "ttaced -o "ll !odes
Line olor onnection -ye
Visible on Results !o
Line -ic'ness Sin(le
*islay -ye Lines
TABLE 23Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > es#lts
/bject !a$e *otal +e)ormation ,uivalent Stress
State Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
Layer ntire Section
!e"inition
-ye -otal *eor$ation Muivalent &vonA%ises) Stress
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
es#lts
%ini$u$ 0, in 2,78:7 si
%ai$u$ 1,0:15eA002 in 5775,6 si
%ini$u$ /ccurs /n irPattern7 Revolve1
%ai$u$ /ccurs /n Revolve1 irPattern7
5n"ormtion
-i$e 1, s
Load Ste 1
Subste 1
@teration !u$ber 1
5nte$rtion Point es#lts
*islay /tion "vera(ed
"vera(e "cross Bodies !o
F5GUE 16Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > Totl !e"ormtion
7/24/2019 Reporte Ansys
49/85
TABLE +6Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > Totl !e"ormtion
-i$e GsH %ini$u$ GinH %ai$u$ GinH
1, 0, 1,0:15eA002
F5GUE 11Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > E9#i*lent 'tress
7/24/2019 Reporte Ansys
50/85
TABLE +1Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > E9#i*lent 'tress
-i$e GsH %ini$u$ GsiH %ai$u$ GsiH
1, 2,78:7 5775,6
TABLE +2Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > 'tress '"et Tools
/bject !a$e Stress *ool
State Solved
!e"inition
-eory %a Muivalent Stress
Stress Li$it -ye -ensile 4ield Per %aterial
TABLE ++Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > 'tress Tool > es#lts
/bject !a$e Sa)ety Factor
State Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
7/24/2019 Reporte Ansys
51/85
-ye Saety Factor
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
5nte$rtion Point es#lts
*islay /tion "vera(ed
"vera(e "cross Bodies !o
es#lts
%ini$u$
7/24/2019 Reporte Ansys
52/85
TABLE +4Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > 'tress Tool > '"et Fctor
-i$e GsH %ini$u$ %ai$u$
1, Constnts
*ensity 0,1000< lb$ inNA7
oeicient o -er$al ansion 1,2 B-# lb$NA1 FNA1
TABLE +/Al#min#m Allo > Com&ressi*e Ultimte 'tren$t
o$ressive #lti$ate Stren(t si
0,
TABLE +0Al#min#m Allo > Com&ressi*e :ield 'tren$t
o$ressive 4ield Stren(t si
:0611
TABLE +Al#min#m Allo > Tensile :ield 'tren$t
-ensile 4ield Stren(t si
:0611
TABLE +3Al#min#m Allo > Tensile Ultimte 'tren$t
-ensile #lti$ate Stren(t si
::>62
TABLE 46Al#min#m Allo > 5sotro&ic 'ecnt Coe""icient o" Terml E%&nsion
Reerence -e$erature F 5sotro&ic Terml Cond#cti*it
-er$al onductivity B-# sNA1 inNA1 FNA1 -e$erature F
1,52:26eA007 72,
7/24/2019 Reporte Ansys
53/85
2,2068eA007 212,
2,7:06eA007 7>2,
TABLE 42Al#min#m Allo > Alterntin$ 'tress ;tio
"lternatin( Stress si ycles RARatio:0001 1>8 5000, A1,
2>>>: 7:000 A1,
2500: 1,:e;005 A1,
20001 8,e;005 A1,
16>>8 2,:e;006 A1,
17000 5,5e;00< A1,
12000 1,e;008 A1,
2:< 1,7e;006 0,
17500 :,:e;006 0,
12:>> 1,2e;00< 0,
10:>> 1,e;008 0,
1062:,< 1,2e;00< 0,5
8>>>,6 1,e;008 0,5
TABLE 4+Al#min#m Allo > 5sotro&ic esisti*it
Resistivity o$ c$il inNA1 -e$erature F
1,218: 72,
1,778< 68,1,82 212,
TABLE 44Al#min#m Allo > 5sotro&ic Elsticit
-e$erature F 4oun(Os %odulus si PoissonOs Ratio Bul' %odulus si Sear %odulus si
1,02>8e;00< 0,77 1,00>6e;00< 7,8
7/24/2019 Reporte Ansys
54/85
TABLE 4-Al#min#m Allo > 5sotro&ic elti*e Perme8ilit
Relative Per$eability
1,
Project
First Saved -ursday, February 0:, 2016
Last Saved Friday, February 05, 2016
Product Version 16.0 Release
Save Project Beore Solution !o
Save Project "ter Solution !o
7/24/2019 Reporte Ansys
55/85
7/24/2019 Reporte Ansys
56/85
Contents
Units
Model (A4, B4)
o Geometry
rim
Parts
o Coordinate Systems
o
Connections
Contacts
Contact Region
o Mesh
Mesh Controls
o 'amed Selections
o Static Structural (A5)
Analysis Settings
Rotational Velocity
Loads
Solution (A6)
Solution Inormation
Results
Stress %ool
Saety !actor
7/24/2019 Reporte Ansys
57/85
o Static Structural 2 (B5)
Analysis Settings
Rotational Velocity
Loads
Solution (6)
Solution Inormation
%otal &eormation
Stress %ool
Saety !actor
Eui*alent Stress
Material Data
o Structural Steel
Units
TABLE 1#nit Syste$ %etric &$$, '(, !, s, $V, $") *e(rees rad+s elsius
"n(le *e(rees
Rotational Velocity rad+s
-e$erature elsius
Model (A4, B4)
Geometry
TABLE 2Model (A4, B4) > Geometr
/bject !a$e Geometry
State Fully *eined
!e"inition
Source#sers#ser*ocu$entslas10$eroyectori$3ilesd0S4S*%S4S.a(d
b
7/24/2019 Reporte Ansys
58/85
-ye SolidKor's
Len(t #nit %eters
le$ent ontrol Pro(ra$ ontrolled
*islay Style Body olor
Bo#ndin$ Bo%
Len(t 770,2 $$
Len(t 4 588,8 $$
Len(t 9 588,8 $$
Pro&erties
Volu$e 2,5:62e;00< $$=
%ass 1>>,88 '(
Scale FactorValue
1,
'ttistics
Bodies 2
"ctive Bodies 2
!odes 8:52>
le$ents :2:>87
%es %etric !one
Bsic Geometr &tions
Solid Bodies 4es
Surace Bodies 4es
Line Bodies 4es
Para$eters 4es
Para$eter ?ey *S
"ttributes !o
!a$edSelections
!o
%aterialProerties
!o
Ad*nced Geometr &tions
#se "ssociativity 4es
oordinateSyste$s
!o
Reader %odeSaves #dated
File
!o
#se @nstances 4es
S$art "*#date
!o
o$are Parts/n #date
!o
"ttac File Via-e$ File
4es
7/24/2019 Reporte Ansys
59/85
-e$orary*irectory
#sers#ser"*ataLocal-e$
"nalysis -ye 7A*
%ied @$ortResolution
!one
*eco$ose*isjointeo$etry
4es
nclosure andSy$$etry
Processin(4es
TABLE +Model (A4, B4) > Geometr > Bod Gro#&s
/bject !a$e rim
State %esed
Gr&ics Pro&erties
Visible 4es
!e"inition
Suressed !o
"ssi(n$ent Structural Steel
oordinate Syste$ *eault oordinate Syste$
Bo#ndin$ Bo%
Len(t 770,2 $$
Len(t 4 588,8 $$
Len(t 9 588,8 $$
Pro&erties
Volu$e 2,5:62e;00< $$=
%ass 1>>,88 '(
entroid 0,15:55 $$
entroid 4 >,5eA002 $$
entroid 9 A2,0le$ents :2:>87
%es %etric !one
TABLE 4Model (A4, B4) > Geometr > rim > Prts
/bject !a$e CirPattern3 Revolve1
State %esed
7/24/2019 Reporte Ansys
60/85
Gr&ics Pro&erties
Visible 4es
loE 0
Sininess 1
-ransarency 1
Secularity 1
!e"inition
Suressed !o
@* &Beta) :1 :7
Stiness Beavior Fleible
oordinate Syste$ *eault oordinate Syste$
Reerence -e$erature By nviron$ent
Mteril
"ssi(n$ent Structural Steel
!onlinear ects 4es
-er$al Strain ects 4es
Bo#ndin$ Bo%
Len(t $$ 770,2 $$
Len(t 4 :88,57 $$ 588,8 $$
Len(t 9 50: $$ 588,8 $$
Pro&erties
Volu$e 2,6121e;006 $$= 2,285e;00< $$=
%ass 20,505 '( 1,7< '(
entroid A115,62 $$ 17,7> $$
entroid 4 2,8:68eA007 $$ 0,106:1 $$
entroid 9 5,1:eA007 $$ A2,>0:5eA007 $$
%o$ent o @nertia @1 :,056>e;005 '(C$$D 1,20:5e;00< '(C$$D
%o$ent o @nertia @2 2,08:1e;005 '(C$$D >e;006 '(C$$D
%o$ent o @nertia @7 2,08:e;005 '(C$$D
7/24/2019 Reporte Ansys
61/85
oordinate Syste$ @* 0,
ri$in
/ri(in 0, $$
/ri(in 4 0, $$
/ri(in 9 0, $$
!irectionl .ectors
"is *ata G 1, 0, 0, H
4 "is *ata G 0, 1, 0, H
9 "is *ata G 0, 0, 1, H
Connections
TABLE /Model (A4, B4) > Connections
/bject !a$e Connections
State Fully *einedA#to !etection
enerate "uto$atic onnection /n Reres 4es
Trns&renc
nabled 4es
TABLE 0Model (A4, B4) > Connections > Contcts
/bject !a$e Contacts
State Fully *eined
!e"initiononnection -ye ontact
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
A#to !etection
-olerance -ye Slider
-olerance Slider 0,
-olerance Value 2,27>: $$
#se Ran(e !o
Face+Face 4esFace+d(e !o
d(e+d(e !o
Priority @nclude "ll
rou By Bodies
Searc "cross Bodies
'ttistics
7/24/2019 Reporte Ansys
62/85
onnections 1
"ctive onnections 1
TABLE Model (A4, B4) > Connections > Contcts > Contct e$ions
/bject !a$e Contact RegionState Fully *eined
'co&e
Scoin( %etod eo$etry Selection
ontact 10 Faces
-ar(et 1 Face
ontact Bodies irPattern7
-ar(et Bodies Revolve1
!e"inition
-ye Bonded
Scoe %ode "uto$atic
Beavior Pro(ra$ ontrolled
-ri$ ontact Pro(ra$ ontrolled
-ri$ -olerance 2,27>: $$
Suressed !o
Ad*nced
For$ulation Pro(ra$ ontrolled
*etection %etod Pro(ra$ ontrolled
Penetration -olerance Pro(ra$ ontrolled
lastic Sli -olerance Pro(ra$ ontrolled
!or$al Stiness Pro(ra$ ontrolled
#date Stiness Pro(ra$ ontrolled
Pinball Re(ion Pro(ra$ ontrolled
Geometric Modi"iction
ontact eo$etry orrection !one
-ar(et eo$etry orrection !one
Mesh
TABLE 3
Model (A4, B4) > Mes/bject !a$e Mesh
State Solved
!is&l
*islay Style le$ent uality
!e"#lts
Pysics Preerence %ecanical
7/24/2019 Reporte Ansys
63/85
Relevance 0
'iin$
#se "dvanced SiIe Function /
Relevance enter Fine
le$ent SiIe *eault
@nitial SiIe Seed "ctive "sse$bly
S$ootin( i(
-ransition Fast
San "n(le enter oarse
%ini$u$ d(e Len(t 0,2::620 $$
5n"ltion
#se "uto$atic @nlation !one
@nlation /tion S$oot -ransition
-ransition Ratio 0,2
7/24/2019 Reporte Ansys
64/85
TABLE 16Model (A4, B4) > Mes > Mes Controls
/bject !a$e-odySizing
-ody Sizing2
#utomaticMethod
FaceMeshing
Face Meshing2
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry 1 Body 2 Bodies 5 Faces 1 Face
!e"inition
Suressed !o
-ye le$ent SiIe
le$ent SiIe 8, $$
Beavior Sot
%etod "uto$atic
le$ent %idside !odes#se lobal
Settin(
%aed %es 4es
@nternal !u$ber o*ivisions
*eault
onstrain Boundary !o
Named Selections
TABLE 11Model (A4, B4) > 7med 'elections > 7med 'elections
/bject !a$e Problematic Geometry Problematic Geometry 2
State Suressed'co&e
Scoin( %etod eo$etry Selection
eo$etry !o Selection
!e"inition
Send to Solver 4es
Visible 4es
Pro(ra$ ontrolled @nlation clude
'ttistics
-ye %anual
-otal Selection !o SelectionSuressed 0
#sed by %es Kor'seet !o
'ttic 'tr#ct#rl (A-)
7/24/2019 Reporte Ansys
65/85
TABLE 12Model (A4, B4) > Anlsis
/bject !a$e Static Structural (#!"
State Solved
!e"inition
Pysics -ye Structural"nalysis -ye Static Structural
Solver -ar(et %ecanical "P*L
&tions
nviron$ent -e$erature 22, J
enerate @nut /nly !o
TABLE 1+Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > Anlsis 'ettin$s
/bject !a$e #nalysis Settings
State Fully *eined
'te& Controls
!u$ber /Stes
1,
urrent Ste!u$ber
1,
Ste nd-i$e
1, s
"uto -i$eStein(
Pro(ra$ ontrolled
'ol*er Controls
Solver -ye Pro(ra$ ontrolled
Kea'Srin(s
Pro(ra$ ontrolled
Solver Pivotec'in(
Pro(ra$ ontrolled
Lar(e*election
/
@nertia Relie /
estrt Controls
enerateRestartPoints
Pro(ra$ ontrolled
Retain Files"ter Full
Solve!o
7onliner Controls
!eEtonARason
/tionPro(ra$ ontrolled
Force Pro(ra$ ontrolled
7/24/2019 Reporte Ansys
66/85
onver(ence
%o$entonver(ence
Pro(ra$ ontrolled
*islace$ent
onver(encePro(ra$ ontrolled
Rotationonver(ence
Pro(ra$ ontrolled
Line Searc Pro(ra$ ontrolled
StabiliIation /
#tt Controls
Stress 4es
Strain 4es
!odal Forces !o
ontact%iscellaneou
s
!o
eneral%iscellaneou
s!o
StoreResults "t
"ll -i$e Points
aceResults in
%e$ory&Beta)
!ever
Anlsis !t Mn$ement
Solver Files*irectory
#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4S%
Future"nalysis
!one
ScratcSolver Files
*irectory
Save %"P*Ldb
!o
*elete#nneeded
Files4es
!onlinearSolution
!o
Solver #nits "ctive Syste$
Solver #nitSyste$
n$$
TABLE 14Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > ottions
7/24/2019 Reporte Ansys
67/85
/bject !a$e Rotational $elocity
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
*eine By Vector
%a(nitude 100, rad+s &ra$ed)
"is *eined
Suressed !o
F5GUE 1Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > ottionl .elocit
TABLE 1-Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > Lods
/bject !a$e Pressure Force Fi%ed Su&&ort
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry 7 Faces 1 Face
!e"inition
@* &Beta) 7< 1:2 152
7/24/2019 Reporte Ansys
68/85
-ye Pressure Force Fied Suort
*eine By !or$al -o o$onents
%a(nitude 0,1>705 %Pa &ra$ed)
Suressed !o
oordinate Syste$ lobal oordinate Syste$
o$onent 0, ! &ra$ed)
4 o$onent 'ttic 'tr#ct#rl (A-) > Press#re
F5GUE +Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > Force
7/24/2019 Reporte Ansys
69/85
Solution (A6)
TABLE 1/Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion
/bject !a$e Solution (#'"
State Solved
Ad&ti*e Mes e"inement
%a Reine$ent Loos 1,
Reine$ent *et 2,
5n"ormtion
Status *one
Post Processin$
%es Source &Beta) Pro(ra$ ontrolled
alculate Bea$ Section Results !o
TABLE 10Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > 'ol#tion 5n"ormtion
/bject !a$e Solution n)ormation
State Solved
'ol#tion 5n"ormtion
Solution /utut Solver /utut
!eEtonARason Residuals 0
7/24/2019 Reporte Ansys
70/85
#date @nterval 2,5 s
*islay Points "ll
FE Connection .isi8ilit
"ctivate Visibility 4es
*islay "ll F onnectors
*raE onnections "ttaced -o "ll !odes
Line olor onnection -ye
Visible on Results !o
Line -ic'ness Sin(le
*islay -ye Lines
TABLE 1Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > es#lts
/bject !a$e *otal +e)ormation ,uivalent Stress
State Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
Layer ntire Section
!e"inition
-ye -otal *eor$ation Muivalent &vonA%ises) Stress
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
es#lts
%ini$u$ 0, $$ 6,:17 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > Totl !e"ormtion
7/24/2019 Reporte Ansys
71/85
TABLE 13Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > Totl !e"ormtion
-i$e GsH %ini$u$ G$$H %ai$u$ G$$H
1, 0, 'ol#tion (A/) > E9#i*lent 'tress
7/24/2019 Reporte Ansys
72/85
TABLE 26Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > E9#i*lent 'tress
-i$e GsH %ini$u$ G%PaH %ai$u$ G%PaH
1, 6,:17>
TABLE 21Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > 'tress '"et Tools
/bject !a$e Stress *ool
State Solved
!e"inition
-eory %a Muivalent Stress
Stress Li$it -ye -ensile 4ield Per %aterial
TABLE 22Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > 'tress Tool > es#lts
/bject !a$e Sa)ety FactorState Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
-ye Saety Factor
7/24/2019 Reporte Ansys
73/85
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
5nte$rtion Point es#lts
*islay /tion "vera(ed
"vera(e "cross Bodies !o
es#lts
%ini$u$ Q 10
%ini$u$ /ccurs /n irPattern7
5n"ormtion
-i$e 1, s
Load Ste 1
Subste 1
@teration !u$ber 1
F5GUE /Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > 'tress Tool > '"et Fctor
TABLE 2+Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > 'tress Tool > '"et Fctor
-i$e GsH %ini$u$ %ai$u$
7/24/2019 Reporte Ansys
74/85
1, 11,62> 15,
'ttic 'tr#ct#rl 2 (B-)
TABLE 24
Model (A4, B4) > Anlsis
/bject !a$e Static Structural 2 (-!"
State Solved
!e"inition
Pysics -ye Structural
"nalysis -ye Static Structural
Solver -ar(et %ecanical "P*L
&tions
nviron$ent -e$erature 22, J
enerate @nut /nly !o
TABLE 2-Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > Anlsis 'ettin$s
/bject !a$e #nalysis Settings
State Fully *eined
'te& Controls
!u$ber /Stes
1,
urrent Ste!u$ber
1,
Ste nd -i$e 1, s
"uto -i$eStein(
Pro(ra$ ontrolled
'ol*er Controls
Solver -ye Pro(ra$ ontrolled
Kea' Srin(s Pro(ra$ ontrolled
Solver Pivotec'in(
Pro(ra$ ontrolled
Lar(e*election
/
@nertia Relie /
estrt Controlsenerate
Restart PointsPro(ra$ ontrolled
Retain Files"ter Full Solve
!o
7onliner Controls
!eEtonARason
Pro(ra$ ontrolled
7/24/2019 Reporte Ansys
75/85
/tion
Forceonver(ence
Pro(ra$ ontrolled
%o$entonver(ence
Pro(ra$ ontrolled
*islace$entonver(ence Pro(ra$ ontrolled
Rotationonver(ence
Pro(ra$ ontrolled
Line Searc Pro(ra$ ontrolled
StabiliIation /
#tt Controls
Stress 4es
Strain 4es
!odal Forces !o
ontact
%iscellaneous !o
eneral%iscellaneous
!o
Store Results"t
"ll -i$e Points
ace Resultsin %e$ory
&Beta)!ever
Anlsis !t Mn$ement
Solver Files*irectory
#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4SA1%
Future "nalysis !one
Scratc SolverFiles *irectory
Save %"P*Ldb
!o
*elete#nneeded Files
4es
!onlinearSolution
!o
Solver #nits "ctive Syste$
Solver #nit
Syste$n$$
TABLE 2/Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > ottions
/bject !a$e Rotational $elocity
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
7/24/2019 Reporte Ansys
76/85
eo$etry 2 Bodies
!e"inition
*eine By Vector
%a(nitude 80, rad+s &ra$ed)
"is *eined
Suressed !o
F5GUE 0Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > ottionl .elocit
TABLE 20Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > Lods
/bject !a$e Pressure Force Fi%ed Su&&ort
State Fully *eined
'co&e
Scoin( %etod eo$etry Selection
eo$etry 7 Faces 1 Face
!e"inition
@* &Beta) 128 1:: 15:
-ye Pressure Force Fied Suort
*eine By !or$al -o o$onents
%a(nitude 0,2:172 %Pa &ra$ed)
Suressed !o
7/24/2019 Reporte Ansys
77/85
oordinate Syste$ lobal oordinate Syste$
o$onent 0, ! &ra$ed)
4 o$onent 88>6,: ! &ra$ed)
9 o$onent 0, ! &ra$ed)
F5GUE Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > Press#re
F5GUE 3Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > Force
7/24/2019 Reporte Ansys
78/85
Solution (6)
TABLE 2Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion
/bject !a$e Solution (-'"
State Solved
Ad&ti*e Mes e"inement
%a Reine$ent Loos 1,
Reine$ent *et 2,
5n"ormtion
Status *one
Post Processin$
%es Source &Beta) Pro(ra$ ontrolled
alculate Bea$ Section Results !o
TABLE 23Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > 'ol#tion 5n"ormtion
/bject !a$e Solution n)ormation
State Solved
'ol#tion 5n"ormtion
Solution /utut Solver /utut
!eEtonARason Residuals 0
7/24/2019 Reporte Ansys
79/85
#date @nterval 2,5 s
*islay Points "ll
FE Connection .isi8ilit
"ctivate Visibility 4es
*islay "ll F onnectors
*raE onnections "ttaced -o "ll !odes
Line olor onnection -ye
Visible on Results !o
Line -ic'ness Sin(le
*islay -ye Lines
TABLE +6Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > es#lts
/bject !a$e *otal +e)ormation
State Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
-ye -otal *eor$ation
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
es#lts
%ini$u$ 0, $$
%ai$u$ 8,56
7/24/2019 Reporte Ansys
80/85
TABLE +1Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > Totl !e"ormtion
-i$e GsH %ini$u$ G$$H %ai$u$ G$$H
1, 0, 8,56 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > 'tress '"et Tools
/bject !a$e Stress *ool
State Solved
!e"inition
-eory %a Muivalent Stress
Stress Li$it -ye -ensile 4ield Per %aterial
TABLE ++Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > 'tress Tool > es#lts
/bject !a$e Sa)ety FactorState Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
!e"inition
-ye Saety Factor
7/24/2019 Reporte Ansys
81/85
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
5nte$rtion Point es#lts
*islay /tion "vera(ed
"vera(e "cross Bodies !o
es#lts
%ini$u$ Q 10
%ini$u$ /ccurs /n irPattern7
5n"ormtion
-i$e 1, s
Load Ste 1
Subste 1
@teration !u$ber 1
F5GUE 11Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > 'tress Tool > '"et Fctor
TABLE +4Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > 'tress Tool > '"et Fctor
7/24/2019 Reporte Ansys
82/85
-i$e GsH %ini$u$ %ai$u$
1, 12,:26 15,
TABLE +-Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > es#lts
/bject !a$e ,uivalent StressState Solved
'co&e
Scoin( %etod eo$etry Selection
eo$etry "ll Bodies
Layer ntire Section
!e"inition
-ye Muivalent &vonA%ises) Stress
By -i$e
*islay -i$e Last
alculate -i$e istory 4es
@dentiier
Suressed !o
5nte$rtion Point es#lts
*islay /tion "vera(ed
"vera(e "cross Bodies !o
es#lts
%ini$u$ 0,1>72> %Pa
%ai$u$ 20,12 %Pa
%ini$u$ /ccurs /n irPattern7
%ai$u$ /ccurs /n irPattern7
5n"ormtion
-i$e 1, s
Load Ste 1
Subste 1
@teration !u$ber 1
F5GUE 12Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > E9#i*lent 'tress
7/24/2019 Reporte Ansys
83/85
TABLE +/Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > E9#i*lent 'tress
-i$e GsH %ini$u$ G%PaH %ai$u$ G%PaH
1, 0,1>72> 20,12
Mteril !t
Structural Steel
TABLE +0'tr#ct#rl 'teel > Constnts
*ensity
7/24/2019 Reporte Ansys
84/85
TABLE +3'tr#ct#rl 'teel > Com&ressi*e :ield 'tren$t
o$ressive 4ield Stren(t %Pa
250,
TABLE 46'tr#ct#rl 'teel > Tensile :ield 'tren$t
-ensile 4ield Stren(t %Pa
250,
TABLE 41'tr#ct#rl 'teel > Tensile Ultimte 'tren$t
-ensile #lti$ate Stren(t %Pa
:60,
TABLE 42
'tr#ct#rl 'teel > 5sotro&ic 'ecnt Coe""icient o" Terml E%&nsionReerence -e$erature
22,
TABLE 4+'tr#ct#rl 'teel > Alterntin$ 'tress Men 'tress
"lternatin( Stress %Pa ycles %ean Stress %Pa
7>>>, 10, 0,
2826, 50, 0,
1:17, 100, 0,
106>, 200, 0,
::1, 2000, 0,
262, 10000 0,
21:, 20000 0,
178, 1,e;005 0,
11:, 2,e;005 0,
86,2 1,e;006 0,
TABLE 44'tr#ct#rl 'teel > 'trin;Li"e Prmeters
Stren(toeicient %Pa
Stren(tonent
*uctilityoeicient
*uctilityonent
yclic Stren(toeicient %Pa
yclic Strainardenin(onent
>20, A0,106 0,217 A0,:< 1000, 0,2
TABLE 4-'tr#ct#rl 'teel > 5sotro&ic Elsticit
-e$erature 4oun(Os %odulus %Pa PoissonOs Ratio Bul' %odulus %Pa Sear %odulus %Pa
7/24/2019 Reporte Ansys
85/85
2,e;005 0,7 1,666 5sotro&ic elti*e Perme8ilit
Relative Per$eability
10000