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Project
First Saved Saturday, July 25, 2015
Last Saved Saturday, July 25, 2015
Product Version 16.0 Release
Save Project Beore Solution !o
Save Project "ter Solution !o
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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 $=
&ass 1>62.5 -(
Scale Factor Value 1.
Statistics
Bodies 1
"ctive Bodies 1!odes 6?@
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le$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 -(
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%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