Reporte Ansys

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


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


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,


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


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


Reerence -e$erature By nviron$ent

Mteril

"ssi(n$ent "cero S" 1020

!onlinear ects 4es

-er$al Strain ects 4es


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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


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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


ontact 10 Faces-ar(et 1 Face

ontact Bodies irPattern7

-ar(et Bodies Revolve1

!e"inition

-ye Bonded

Scoe %ode "uto$atic


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


!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


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


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


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


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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


eo$etry "ll Bodies

!e"inition

*eine By Vector

%a(nitude 100, rad+s &ra$ed)

"is *eined

Suressed !o


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


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


13/85

F5GUE +Model (E4, F4) > 'ttic 'tr#ct#rl (E-) > Force


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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


eo$etry "ll Bodies

Layer ntire Section

!e"inition

-ye -otal *eor$ation Muivalent &vonA%ises) Stress


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


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




&tions


17/85



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 Pivotec'in(

Pro(ra$ ontrolled

Lar(e*election

/

@nertia Relie /

estrt Controls


Pro(ra$ ontrolled

Retain Files"ter Full Solve !o

7onliner Controls

!eEtonARason


Forceonver(ence

Pro(ra$ ontrolled

%o$entonver(ence

Pro(ra$ ontrolled


Pro(ra$ ontrolled

Rotationonver(ence

Pro(ra$ ontrolled


StabiliIation /

#tt Controls

Stress 4es

Strain 4es


18/85

!odal Forces !o

ontact%iscellaneous

!o

eneral%iscellaneous

!o

Store Results"t "ll -i$e Points


&Beta)!ever

Anlsis !t Mn$ement


#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4SA5%



Save %"P*Ldb !o


4es

!onlinearSolution

!o


Solver #nitSyste$

n$$

TABLE 22Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > ottions


State Fully *eined

'co&e


eo$etry "ll Bodies

!e"inition

*eine By Vector


"is *eined

Suressed !o

F5GUE /Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > ottionl .elocit


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



!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


20/85

F5GUE Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > Force


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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


Reine$ent *et 2,

5n"ormtion

Status *one

Post Processin$



TABLE 2-Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > 'ol#tion 5n"ormtion


State Solved

'ol#tion 5n"ormtion




*islay Points "ll








*islay -ye Lines

TABLE 2/Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > es#lts


State Solved

'co&e


eo$etry "ll Bodies

Layer ntire Section

!e"inition



22/85

By -i$e

*islay -i$e Last


@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


23/85

TABLE 20Model (E4, F4) > 'ttic 'tr#ct#rl 2 (F-) > 'ol#tion (F/) > Totl !e"ormtion


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


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


24/85

2,0


25/85


26/85

Contents

Units

Model (C4, D4)

o Geometry

rim

Parts


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)


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


-e$erature Fareneit

Model (C4, !4)

Geometry

TABLE 2Model (C4, !4) > Geometr


State Fully *eined

!e"inition


b

-ye *esi(n%odeler

Len(t #nit %eters




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:


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


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,


30/85

@* &Beta) 1< 1>




Mteril

"ssi(n$ent "lu$inu$ "lloy

!onlinear 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


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


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


Trns&renc

nabled 4es

TABLE 0Model (C4, !4) > Connections > Contcts


State Fully *eined

!e"inition

onnection -ye ontact

'co&e


eo$etry "ll Bodies

A#to !etection


-olerance Slider 0,

-olerance Value 8,8166eA002 in#se Ran(e !o

Face+Face 4es

Face+d(e !o

d(e+d(e !o


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



32/85

ontact 10 Faces

-ar(et 1 Face



!e"inition

-ye Bonded

Scoe %ode "uto$atic



-ri$ -olerance 8,8166eA002 in

Suressed !o

Ad*nced











Mesh

TABLE 3Model (C4, !4) > Mes

/bject !a$e Mesh

State Solved

!is&l

*islay Style le$ent uality

!e"#lts


Relevance 0

'iin$


Relevance enter Fine

le$ent SiIe *eault


S$ootin( i(

-ransition Fast



33/85

%ini$u$ d(e Len(t >,670>eA007 in

5n"ltion





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




&tions

nviron$ent -e$erature 'ttic 'tr#ct#rl (C-) > Anlsis 'ettin$s


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 Pivotec'in(

Pro(ra$ ontrolled

Lar(e*election

/

@nertia Relie / estrt Controls


Pro(ra$ ontrolled


!o

7onliner Controls

!eEtonA Pro(ra$ ontrolled


35/85

Rason/tion

Forceonver(ence

Pro(ra$ ontrolled

%o$entonver(ence

Pro(ra$ ontrolled


Pro(ra$ ontrolled

Rotationonver(ence

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


&Beta)!ever

Anlsis !t Mn$ement

Solver Files

*irectory

#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4SA

2%Future "nalysis !one


Save %"P*Ldb

!o


4es

!onlinearSolution

!o


Solver #nitSyste$

Bin

TABLE 1+Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > ottions


State Fully *eined

'co&e


36/85


eo$etry "ll Bodies

!e"inition

*eine By Vector


"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


eo$etry 7 Faces 1 Face 7 Faces

!e"inition

@* &Beta) >0 >6 110

-ye Pressure Fied Suort Force


%a(nitude 28, si &ra$ed)


37/85

Suressed !o


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


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


Reine$ent *et 2,

5n"ormtion

Status *one

Post Processin$



TABLE 1/Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > 'ol#tion 5n"ormtion


State Solved

'ol#tion 5n"ormtion




39/85


*islay Points "ll








*islay -ye Lines

TABLE 10Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > es#lts


State Solved

'co&e


eo$etry "ll Bodies

Layer ntire Section

!e"inition


By -i$e

*islay -i$e Last


@dentiier

Suressed !o

es#lts

%ini$u$ 0, in 8,1766 si

%ai$u$ 8,7>82eA007 in :0::,: si


%ai$u$ /ccurs /n Revolve1 irPattern7

5n"ormtion

-i$e 1, s

Load Ste 1

Subste 1

@teration !u$ber 1




F5GUE 4Model (C4, !4) > 'ttic 'tr#ct#rl (C-) > 'ol#tion (C/) > Totl !e"ormtion


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


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


eo$etry "ll Bodies

!e"inition

-ye Saety Factor


42/85

By -i$e

*islay -i$e Last


@dentiier

Suressed !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$u$


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




&tions

nviron$ent -e$erature 'ttic 'tr#ct#rl 2 (!-) > Anlsis 'ettin$s


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 Pivotec'in(

Pro(ra$ ontrolled

Lar(e*election

/

@nertia Relie /

estrt Controlsenerate

Restart PointsPro(ra$ ontrolled


!o

7onliner Controls

!eEtonARason

Pro(ra$ ontrolled


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


StabiliIation /

#tt Controls

Stress 4es

Strain 4es

!odal Forces !o

ontact

%iscellaneous !o

eneral%iscellaneous

!o

Store Results"t

"ll -i$e Points


&Beta)!ever

Anlsis !t Mn$ement





Save %"P*Ldb

!o


4es

!onlinearSolution

!o


Solver #nit

Syste$Bin

TABLE 2-Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > ottions


State Fully *eined

'co&e



45/85

eo$etry "ll Bodies

!e"inition

*eine By Vector


"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


eo$etry 7 Faces 1 Face 7 Faces

!e"inition

@* &Beta) 122 12: 172

-ye Pressure Fied Suort Force


%a(nitude 75, si &ra$ed)

Suressed !o


46/85


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


47/85

Solution (D6)

TABLE 20Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion

/bject !a$e Solution (+'"

State Solved



Reine$ent *et 2,

5n"ormtion

Status *one

Post Processin$



TABLE 2Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > 'ol#tion 5n"ormtion


State Solved

'ol#tion 5n"ormtion




48/85


*islay Points "ll








*islay -ye Lines

TABLE 23Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > es#lts


State Solved

'co&e


eo$etry "ll Bodies

Layer ntire Section

!e"inition


By -i$e

*islay -i$e Last


@dentiier

Suressed !o

es#lts

%ini$u$ 0, in 2,78:7 si

%ai$u$ 1,0:15eA002 in 5775,6 si


%ai$u$ /ccurs /n Revolve1 irPattern7

5n"ormtion

-i$e 1, s

Load Ste 1

Subste 1

@teration !u$ber 1




F5GUE 16Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > Totl !e"ormtion


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


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


State Solved

!e"inition



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


eo$etry "ll Bodies

!e"inition


51/85

-ye Saety Factor

By -i$e

*islay -i$e Last


@dentiier

Suressed !o




es#lts

%ini$u$


52/85

TABLE +4Model (C4, !4) > 'ttic 'tr#ct#rl 2 (!-) > 'ol#tion (!/) > 'tress Tool > '"et Fctor


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,


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


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


55/85


56/85

Contents

Units

Model (A4, B4)

o Geometry

rim

Parts


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


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


-e$erature elsius

Model (A4, B4)

Geometry

TABLE 2Model (A4, B4) > Geometr


State Fully *eined

!e"inition


b


58/85

-ye SolidKor's

Len(t #nit %eters



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


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


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


60/85

Gr&ics Pro&erties

Visible 4es

loE 0

Sininess 1

-ransarency 1

Secularity 1

!e"inition

Suressed !o

@* &Beta) :1 :7




Mteril

"ssi(n$ent Structural Steel

!onlinear 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


61/85


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


Trns&renc

nabled 4es

TABLE 0Model (A4, B4) > Connections > Contcts


State Fully *eined

!e"initiononnection -ye ontact

'co&e


eo$etry "ll Bodies

A#to !etection


-olerance Slider 0,

-olerance Value 2,27>: $$

#se Ran(e !o

Face+Face 4esFace+d(e !o

d(e+d(e !o


rou By Bodies

Searc "cross Bodies

'ttistics


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


ontact 10 Faces

-ar(et 1 Face



!e"inition

-ye Bonded

Scoe %ode "uto$atic



-ri$ -olerance 2,27>: $$

Suressed !o

Ad*nced











Mesh

TABLE 3

Model (A4, B4) > Mes/bject !a$e Mesh

State Solved

!is&l

*islay Style le$ent uality

!e"#lts



63/85

Relevance 0

'iin$


Relevance enter Fine

le$ent SiIe *eault


S$ootin( i(

-ransition Fast


%ini$u$ d(e Len(t 0,2::620 $$

5n"ltion





64/85

TABLE 16Model (A4, B4) > Mes > Mes Controls

/bject !a$e-odySizing

-ody Sizing2

#utomaticMethod

FaceMeshing

Face Meshing2

State Fully *eined

'co&e


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


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-)


65/85

TABLE 12Model (A4, B4) > Anlsis

/bject !a$e Static Structural (#!"

State Solved

!e"inition

Pysics -ye Structural"nalysis -ye Static Structural


&tions



TABLE 1+Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > Anlsis 'ettin$s


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


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


Force Pro(ra$ ontrolled


66/85

onver(ence

%o$entonver(ence

Pro(ra$ ontrolled

*islace$ent

onver(encePro(ra$ ontrolled

Rotationonver(ence

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


#sers#ser*es'toProyecto3$e311003jaco$eansys3rinrin3ilesd0S4S%

Future"nalysis

!one

ScratcSolver Files

*irectory

Save %"P*Ldb

!o

*elete#nneeded

Files4es

!onlinearSolution

!o


Solver #nitSyste$

n$$

TABLE 14Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > ottions


67/85


State Fully *eined

'co&e


eo$etry "ll Bodies

!e"inition

*eine By Vector


"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


State Fully *eined

'co&e



!e"inition

@* &Beta) 7< 1:2 152


68/85



%a(nitude 0,1>705 %Pa &ra$ed)

Suressed !o



4 o$onent 'ttic 'tr#ct#rl (A-) > Press#re

F5GUE +Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > Force


69/85

Solution (A6)

TABLE 1/Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion

/bject !a$e Solution (#'"

State Solved



Reine$ent *et 2,

5n"ormtion

Status *one

Post Processin$



TABLE 10Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > 'ol#tion 5n"ormtion


State Solved

'ol#tion 5n"ormtion




70/85


*islay Points "ll








*islay -ye Lines

TABLE 1Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > es#lts


State Solved

'co&e


eo$etry "ll Bodies

Layer ntire Section

!e"inition


By -i$e

*islay -i$e Last


@dentiier

Suressed !o

es#lts

%ini$u$ 0, $$ 6,:17 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > Totl !e"ormtion


71/85

TABLE 13Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > Totl !e"ormtion


1, 0, 'ol#tion (A/) > E9#i*lent 'tress


72/85

TABLE 26Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > E9#i*lent 'tress


1, 6,:17>

TABLE 21Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > 'tress '"et Tools


State Solved

!e"inition



TABLE 22Model (A4, B4) > 'ttic 'tr#ct#rl (A-) > 'ol#tion (A/) > 'tress Tool > es#lts


'co&e


eo$etry "ll Bodies

!e"inition

-ye Saety Factor


73/85

By -i$e

*islay -i$e Last


@dentiier

Suressed !o




es#lts

%ini$u$ Q 10


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



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




&tions



TABLE 2-Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > Anlsis 'ettin$s


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 Pivotec'in(

Pro(ra$ ontrolled

Lar(e*election

/

@nertia Relie /

estrt Controlsenerate

Restart PointsPro(ra$ ontrolled


!o

7onliner Controls

!eEtonARason

Pro(ra$ ontrolled


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


StabiliIation /

#tt Controls

Stress 4es

Strain 4es

!odal Forces !o

ontact

%iscellaneous !o

eneral%iscellaneous

!o

Store Results"t

"ll -i$e Points


&Beta)!ever

Anlsis !t Mn$ement





Save %"P*Ldb

!o


4es

!onlinearSolution

!o


Solver #nit

Syste$n$$

TABLE 2/Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > ottions


State Fully *eined

'co&e



76/85

eo$etry 2 Bodies

!e"inition

*eine By Vector


"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


State Fully *eined

'co&e



!e"inition

@* &Beta) 128 1:: 15:



%a(nitude 0,2:172 %Pa &ra$ed)

Suressed !o


77/85



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


78/85

Solution (6)

TABLE 2Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion

/bject !a$e Solution (-'"

State Solved



Reine$ent *et 2,

5n"ormtion

Status *one

Post Processin$



TABLE 23Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > 'ol#tion 5n"ormtion


State Solved

'ol#tion 5n"ormtion




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*islay Points "ll








*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


eo$etry "ll Bodies

!e"inition

-ye -otal *eor$ation

By -i$e

*islay -i$e Last


@dentiier

Suressed !o

es#lts

%ini$u$ 0, $$

%ai$u$ 8,56


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TABLE +1Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > Totl !e"ormtion


1, 0, 8,56 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > 'tress '"et Tools


State Solved

!e"inition



TABLE ++Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > 'tress Tool > es#lts


'co&e


eo$etry "ll Bodies

!e"inition

-ye Saety Factor


81/85

By -i$e

*islay -i$e Last


@dentiier

Suressed !o




es#lts

%ini$u$ Q 10


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


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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


eo$etry "ll Bodies

Layer ntire Section

!e"inition

-ye Muivalent &vonA%ises) Stress

By -i$e

*islay -i$e Last


@dentiier

Suressed !o




es#lts

%ini$u$ 0,1>72> %Pa

%ai$u$ 20,12 %Pa


%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


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TABLE +/Model (A4, B4) > 'ttic 'tr#ct#rl 2 (B-) > 'ol#tion (B/) > E9#i*lent 'tress


1, 0,1>72> 20,12

Mteril !t

Structural Steel

TABLE +0'tr#ct#rl 'teel > Constnts

*ensity


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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


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2,e;005 0,7 1,666 5sotro&ic elti*e Perme8ilit

Relative Per$eability

10000

Documents

Reporte Ansys