PREGUNTA 1 FIL BMechanical_Report

7/25/2019 PREGUNTA 1 FIL BMechanical_Report

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Project

First Saved Saturday, July 25, 2015

Last Saved Saturday, July 25, 2015

Product Version 16.0 Release

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Contents

Units

Model (B4)

o #eo$etry

Solid

o %oordinate Syste$s

o &es'

o Static Structural (B5)

"nalysis Settin(s

Loads

Solution )B6*

Solution +nor$ation

Results

Material Data

o Structural Steel

UnitsTABLE 1

nit Syste$ &etric )$, -(, !, s, V, "* e(rees rad/s %elsius

"n(le e(rees

Rotational Velocity rad/s

e$erature %elsius

Model (B4)

GeometryTABLE 2

Model (B4) > Geometr

3ject !a$e Geometry

State Fully eined

De!inition

Source%4sersL!VPicturesji778ilesd0S9S:1&S9S:

1.a(d3

ye esi(n&odeler

Len(t' nit &eters

le$ent %ontrol Pro(ra$ %ontrolled

islay Style Body %olor

Boundin" Bo#

Len(t' ; 10. $

Len(t' 9 2. $

Len(t' < 1.25e:002 $

$ro%erties

Volu$e 0.25 $=

&ass 1>62.5 -(

Scale Factor Value 1.

Statistics

Bodies 1

"ctive Bodies 1!odes 6?@


3/12

le$ents ?0

&es' &etric !one

Basic Geometr &%tions

Para$eters 9es

Para$eter Aey S

"ttri3utes !o

!a$ed Selections !o

&aterial Proerties !o

Ad'anced Geometr &%tions

se "ssociativity 9es

%oordinate Syste$s !o

Reader &ode Saves datedFile

!o

se +nstances 9es

S$art %" date !o%o$are Parts n date !o

"ttac' File Via e$ File 9es

e$orary irectory %4sersL!V"ataLocale$

"nalysis ye @:

eco$ose isjoint #eo$etry 9es

nclosure and Sy$$etryProcessin(

9es

TABLE Model (B4) > Geometr > $arts

3ject !a$e Solid

State &es'ed

Gra%ics $ro%erties

Visi3le 9es

ransarency 1

De!inition

Suressed !o

Stiness Be'avior Flei3le

%oordinate Syste$ eault %oordinate Syste$

Reerence e$erature By nviron$ent

Material"ssi(n$ent Structural Steel

!onlinear ects 9es

'er$al Strain ects 9es

Boundin" Bo#

Len(t' ; 10. $

Len(t' 9 2. $

Len(t' < 1.25e:002 $

$ro%erties

Volu$e 0.25 $=

&ass 1>62.5 -(


4/12

%entroid ; :C.D015e:01C $

%entroid 9 >.251>e:01? $

%entroid < 6.25e:00@ $

&o$ent o +nertia +1 65D.1> -(E$

&o$ent o +nertia +2 16@5D -(E$

&o$ent o +nertia +@ 1C00? -(E$

Statistics

!odes 6?@

le$ents ?0

&es' &etric !one

Coordinate SystemsTABLE 4

Model (B4) > *oordinate Sstems > *oordinate Sstem

3ject !a$e Global Coordinate System

State Fully eined

De!inition

ye %artesian

%oordinate Syste$ + 0.

&ri"in

ri(in ; 0. $

ri(in 9 0. $

ri(in < 0. $

Directional +ectors

; "is ata G 1. 0. 0. H

9 "is ata G 0. 1. 0. H< "is ata G 0. 0. 1. H

MeshTABLE 5

Model (B4) > Mes

3ject !a$e Mesh

State Solved

Dis%la

islay Style Body %olor

De!aults

P'ysics Preerence &ec'anicalRelevance 0

Si,in"

se "dvanced Si7e Function

Relevance %enter %oarse

le$ent Si7e eault

+nitial Si7e Seed "ctive "sse$3ly

S$oot'in( &ediu$

ransition Fast

San "n(le %enter %oarse

&ini$u$ d(e Len(t' 1.25e:002 $


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-n!lation

se "uto$atic +nlation !one

+nlation tion S$oot' ransition

ransition Ratio 0.2C2

&ai$u$ Layers 5

#roIt' Rate 1.2

+nlation "l(orit'$ Pre

VieI "dvanced tions !o

$atc *on!ormin" &%tions

rian(le Surace &es'er Pro(ra$ %ontrolled

$atc -nde%endent &%tions

oolo(y %'ec-in( !o

Ad'anced

!u$3er o %Ps or Parallel Part &es'in( Pro(ra$ %ontrolled

S'ae %'ec-in( Standard &ec'anicalle$ent &idside !odes Pro(ra$ %ontrolled

Strai('t Sided le$ents !o

!u$3er o Retries eault )D*

tra Retries For "sse$3ly 9es

Ri(id Body Be'avior i$ensionally Reduced

&es' &or'in( isa3led

De!eaturin"

Pinc' olerance Please eine

#enerate Pinc' on Reres' !o

"uto$atic &es' Based eeaturin( n

eeaturin( olerance eault

Statistics

!odes 6?@

le$ents ?0

&es' &etric !one

Static Structural (B5)TABLE .

Model (B4) > Analsis

3ject !a$e Static Structural (B5)

State Solved

De!inition

P'ysics ye Structural

"nalysis ye Static Structural

Solver ar(et &ec'anical "PL

&%tions

nviron$ent e$erature 22. %

#enerate +nut nly !o

TABLE /Model (B4) > Static Structural (B5) > Analsis Settin"s

3ject !a$e Analysis Settings


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State Fully eined

Ste% *ontrols

!u$3er Stes 1.

%urrent Ste !u$3er 1.

Ste nd i$e 1. s

"uto i$e Stein( Pro(ra$ %ontrolled

Sol'er *ontrols

Solver ye Pro(ra$ %ontrolled

Kea- Srin(s Pro(ra$ %ontrolled

Solver Pivot %'ec-in( Pro(ra$ %ontrolled

Lar(e election

+nertia Relie

0estart *ontrols

#enerate Restart Points Pro(ra$ %ontrolled

Retain Files "ter Full Solve !oonlinear *ontrols

!eIton:Ra'son tion Pro(ra$ %ontrolled

Force %onver(ence Pro(ra$ %ontrolled

&o$ent %onver(ence Pro(ra$ %ontrolled

islace$ent %onver(ence Pro(ra$ %ontrolled

Rotation %onver(ence Pro(ra$ %ontrolled

Line Searc' Pro(ra$ %ontrolled

Sta3ili7ation

&ut%ut *ontrols

Stress 9es

Strain 9es

!odal Forces !o

%ontact &iscellaneous !o

#eneral &iscellaneous !o

Store Results "t "ll i$e Points

Analsis Data Mana"ement

Solver Files irectory %4sersL!VPicturesji778ilesd0S9S:1&%

Future "nalysis !one

Scratc' Solver Files irectorySave &"PL d3 !o

elete nneeded Files 9es

!onlinear Solution !o

Solver nits "ctive Syste$

Solver nit Syste$ $-s

TABLE Model (B4) > Static Structural (B5) > Loads

3ject !a$e Fixed Support Pressure

State Fully eined

Sco%eScoin( &et'od #eo$etry Selection


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#eo$etry D Faces 1 Face

De!inition

ye Fied Suort Pressure

Suressed !o

eine By %o$onents

%oordinate Syste$ #lo3al %oordinate Syste$

; %o$onent 0. Pa )ra$ed*

9 %o$onent 0. Pa )ra$ed*

< %o$onent :10000 Pa )ra$ed*

3-GU0E 1Model (B4) > Static Structural (B5) > $ressure

Solution (B6)TABLE

Model (B4) > Static Structural (B5) > Solution

3ject !a$e Solution (B)

State Solved

Ada%ti'e Mes 0e!inement

&a Reine$ent Loos 1.

Reine$ent et' 2.

-n!ormation

Status one

$ost $rocessin"

%alculate Bea$ Section Results !o

TABLE 1Model (B4) > Static Structural (B5) > Solution (B.) > Solution -n!ormation

3ject !a$e Solution !n"ormation


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State Solved

Solution -n!ormation

Solution utut Solver utut

!eIton:Ra'son Residuals 0

date +nterval 2.5 s

islay Points "ll

3E *onnection +isi6ilit

"ctivate Visi3ility 9es

islay "ll F %onnectors

raI %onnections "ttac'ed o "ll !odes

Line %olor %onnection ye

Visi3le on Results !o

Line 'ic-ness Sin(le

islay ye Lines

TABLE 11Model (B4) > Static Structural (B5) > Solution (B.) > 0esults

3ject !a$e #$ui%alent Stress &irectional &e"ormation'otal

&e"ormation

State Solved

Sco%e

Scoin( &et'od #eo$etry Selection

#eo$etry "ll Bodies 1 Face

De!inition

yeMuivalent )von:&ises*

Stressirectional eor$ation

otaleor$ation

By i$e

islay i$e Last

%alculate i$eistory

9es

+dentiier

Suressed !o

rientation ; "is

%oordinate Syste$#lo3al %oordinate

Syste$

-nte"ration $oint 0esults

islay tion "vera(ed

"vera(e "crossBodies

!o

0esults

&ini$u$ 2?5>.5 Pa :D.2051e:005 $ 0. $

&ai$u$ C.0>>?eN00C Pa D.2051e:005 $ 1.0656e:002 $

-n!ormation

i$e 1. s

Load Ste 1

Su3ste 1+teration !u$3er 1


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3-GU0E 2Model (B4) > Static Structural (B5) > Solution (B.) > E7ui'alent Stress

TABLE 12Model (B4) > Static Structural (B5) > Solution (B.) > E7ui'alent Stress

i$e GsH &ini$u$ GPaH &ai$u$ GPaH

1. 2?5>.5 C.0>>?eN00C3-GU0E

Model (B4) > Static Structural (B5) > Solution (B.) > Directional De!ormation


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TABLE 1Model (B4) > Static Structural (B5) > Solution (B.) > Directional De!ormation

i$e GsH &ini$u$ G$H &ai$u$ G$H

1. :D.2051e:005 D.2051e:005

3-GU0E 4

Model (B4) > Static Structural (B5) > Solution (B.) > Total De!ormation


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TABLE 14Model (B4) > Static Structural (B5) > Solution (B.) > Total De!ormation

i$e GsH &ini$u$ G$H &ai$u$ G$H

1. 0. 1.0656e:002

Material Data

Structural SteelTABLE 15

Structural Steel > *onstants

ensity C?50 -( $O:@

%oeicient o 'er$al ansion 1.2e:005 %O:1

Seciic eat D@D J -(O:1 %O:1

'er$al %onductivity 60.5 K $O:1 %O:1

Resistivity 1.Ce:00C o'$ $

TABLE 1.Structural Steel > *om%ressi'e Ultimate Stren"t

%o$ressive lti$ate Stren(t' Pa

0

TABLE 1/Structural Steel > *om%ressi'e 8ield Stren"t

%o$ressive 9ield Stren(t' Pa

2.5eN00?

TABLE 1Structural Steel > Tensile 8ield Stren"t

ensile 9ield Stren(t' Pa

2.5eN00?

TABLE 1

Structural Steel > Tensile Ultimate Stren"t

ensile lti$ate Stren(t' Pa

D.6eN00?

TABLE 2Structural Steel > -sotro%ic Secant *oe!!icient o! Termal E#%ansion

Reerence e$erature %

22

TABLE 21Structural Steel > Alternatin" Stress Mean Stress

"lternatin( Stress Pa %ycles &ean Stress Pa

@.>>>eN00> 10 02.?2CeN00> 20 0

1.?>6eN00> 50 0

1.D1@eN00> 100 0

1.06>eN00> 200 0

D.D1eN00? 2000 0

2.62eN00? 10000 0

2.1DeN00? 20000 0

1.@?eN00? 1.eN005 0

1.1DeN00? 2.eN005 0

?.62eN00C 1.eN006 0


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TABLE 22Structural Steel > Strain9Li!e $arameters

Stren(t'%oeicient Pa

Stren(t'onent

uctility%oeicient

uctilityonent

%yclic Stren(t'%oeicient Pa

%yclic Strainardenin(onent

>.2eN00? :0.106 0.21@ :0.DC 1.eN00> 0.2

TABLE 2Structural Steel > -sotro%ic Elasticit

e$erature % 9oun(s &odulus Pa Poissons Ratio Bul- &odulus Pa S'ear &odulus Pa

2.eN011 0.@ 1.666CeN011 C.6>2@eN010

TABLE 24Structural Steel > -sotro%ic 0elati'e $ermea6ilit

Relative Per$ea3ility

10000

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PREGUNTA 1 FIL BMechanical_Report