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Project

First Saved Monday, February 02, 2015

Last Saved Monday, February 02, 2015

Product Version 15.0 Release

Save Project Beore Solution !o

Save Project "ter Solution !o

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Contents

Units

Model (C4)

o #eo$etry

Line Body

o %oordinate Syste$s

o Mes&

'd(e Si)in(

o Static Structural (C5)

"nalysis Settin(s

Loads

Solution *%+

Solution -nor$ation

otal /eor$ation

Material Data

o Structural Steel

UnitsTABLE 1

nit Syste$ Metric *$$, (, !, s, $V, $" /e(rees rads %elsius

"n(le /e(rees

Rotational Velocity rads

e$3erature %elsius

Model (C4)

GeometryTABLE 2

Model (C4) > Geoetr!

4bject !a$e Geometry

State Fully /eined

De"inition

Source '6ile "6berat sendiri7iles6d306S8S926/M6S8S92.a(db

y3e /esi(nModeler

Len(t& nit Meters

'le$ent %ontrol Pro(ra$ %ontrolled

/is3lay Style Body %olor

Boundin# Bo$

Len(t& : 2000. $$

Len(t& 8 91.;000? $$@

Mass 15+. (

Scale Factor Value 1.

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Statistics

Bodies 1

"ctive Bodies 1

!odes A1

'le$ents 0

Mes& Metric !one

Basic Geoetr! '&tions

Para$eters 8es

Para$eter Cey /S

"ttributes !o

!a$ed Selections !o

Material Pro3erties !o

Adanced Geoetr! '&tions

se "ssociativity 8es

%oordinate Syste$s !o

Reader Mode Saves 3dated File !o

se -nstances 8es

S$art %"/ 3date !o

%o$3are Parts 4n 3date !o

"ttac& File Via e$3 File 8es

e$3orary /irectory %6sers6FF6"33/ata6Local6e$3

"nalysis y3e ;9/

/eco$3ose /isjoint #eo$etry 8es

'nclosure and Sy$$etry Processin( 8es

TABLE Model (C4) > Geoetr! > %arts

4bject !a$e Line Body

State Mes&ed

Gra&*ics %ro&erties

Visible 8es

rans3arency 1

De"inition

Su33ressed !o

%oordinate Syste$ /eault %oordinate Syste$

Reerence e$3erature By 'nviron$ent

4set Mode Reres& on 3date

4set y3e %entroid

Model y3e Bea$

Material

"ssi(n$ent Structural Steel

!onlinear 'ects 8es

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&er$al Strain 'ects 8es

Boundin# Bo$

Len(t& : 2000. $$

Len(t& 8 91.;000? $$@

Mass 15+. (

Len(t& 2000. $$

%ross Section Rect1

%ross Section "rea 10000 $$D

%ross Section -88 A.;;;;e>00+ $$DE$$D

%ross Section -== A.;;;;e>00+ $$DE$$D

Statistics

!odes A1

'le$ents 0

Mes& Metric !one

Coordinate SystemsTABLE 4

Model (C4) > Coordinate S!stes > Coordinate S!ste

4bject !a$e Global Coordinate System

State Fully /eined

De"inition

y3e %artesian

%oordinate Syste$ -/ 0.

'ri#in

4ri(in : 0. $$

4ri(in 8 0. $$

4ri(in = 0. $$

Directional +ectors

: "is /ata G 1. 0. 0. H

8 "is /ata G 0. 1. 0. H

= "is /ata G 0. 0. 1. H

MeshTABLE 5

Model (C4) > Mes*

4bject !a$e Mesh

State Solved

De"aults

P&ysics Preerence Mec&anical

Relevance 0

Si,in#

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se "dvanced Si)e Function 4

Relevance %enter %oarse

'le$ent Si)e /eault

-nitial Si)e Seed "ctive "sse$bly

S$oot&in( Mediu$

ransition Fast

S3an "n(le %enter %oarse

Mini$u$ 'd(e Len(t& 2000.0 $$

-n"lation

se "uto$atic -nlation !one

-nlation 43tion S$oot& ransition

ransition Ratio 0.2?2

Mai$u$ Layers 5

#roIt& Rate 1.2

-nlation "l(orit&$ Pre

VieI "dvanced 43tions !o

%atc* Con"orin# '&tions

rian(le Surace Mes&er Pro(ra$ %ontrolled

%atc* -nde&endent '&tions

o3olo(y %&ecin( 8es

Adanced

!u$ber o %Ps or Parallel Part Mes&in( Pro(ra$ %ontrolled

S&a3e %&ecin( Standard Mec&anical

'le$ent Midside !odes Pro(ra$ %ontrolled

!u$ber o Retries /eault *'tra Retries For "sse$bly 8es

Ri(id Body Be&avior /i$ensionally Reduced

Mes& Mor3&in( /isabled

De"eaturin#

Pinc& olerance Please /eine

#enerate Pinc& on Reres& !o

"uto$atic Mes& Based /eeaturin( 4n

/eeaturin( olerance /eault

Statistics

!odes A1'le$ents 0

Mes& Metric !one

TABLE .Model (C4) > Mes* > Mes* Controls

4bject !a$e Edge Sizing

State Fully /eined

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Sco&e

Sco3in( Met&od #eo$etry Selection

#eo$etry 1 'd(e

De"inition

Su33ressed !o

y3e 'le$ent Si)e

'le$ent Si)e 50. $$

Be&avior Sot

Bias y3e !o Bias

Static Structural (C5)TABLE /

Model (C4) > Anal!sis

4bject !a$e Static Structural (C5)

State Solved

De"inition

P&ysics y3e Structural

"nalysis y3e Static Structural

Solver ar(et Mec&anical "P/L

'&tions

'nviron$ent e$3erature 22. J%

#enerate -n3ut 4nly !o

TABLE 0Model (C4) > Static Structural (C5) > Anal!sis Settin#s

4bject !a$e Analysis Settings

State Fully /eined

Ste& Controls

!u$ber 4 Ste3s 1.

%urrent Ste3 !u$ber 1.

Ste3 'nd i$e 1. s

"uto i$e Ste33in( Pro(ra$ %ontrolled

Soler Controls

Solver y3e Pro(ra$ %ontrolled

Kea S3rin(s Pro(ra$ %ontrolled

Lar(e /election 4

-nertia Relie 4

estart Controls

#enerate Restart Points Pro(ra$ %ontrolled

Retain Files "ter Full Solve !o

onlinear Controls

!eIton9Ra3&son 43tion Pro(ra$ %ontrolled

Force %onver(ence Pro(ra$ %ontrolled

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

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/is3lace$ent %onver(ence Pro(ra$ %ontrolled

Rotation %onver(ence Pro(ra$ %ontrolled

Line Searc& Pro(ra$ %ontrolled

Stabili)ation 4

'ut&ut Controls

Stress 8es

Strain 8es

!odal Forces !o

%ontact Miscellaneous !o

#eneral Miscellaneous !o

Store Results "t "ll i$e Points

Anal!sis Data Mana#eent

Solver Files /irectory '6ile "6berat sendiri7iles6d306S8S926M'%6

Future "nalysis !one

Scratc& Solver Files /irectory

Save M"P/L db !o

/elete nneeded Files 8es

!onlinear Solution !o

Solver nits "ctive Syste$

Solver nit Syste$ n$$

TABLE 3Model (C4) > Static Structural (C5) > Loads

4bject !a$e Line Pressure i!ed Su""ort

State Fully /eined

Sco&e

Sco3in( Met&od #eo$etry Selection

#eo$etry 1 'd(e 1 Verte

De"inition

y3e Line Pressure Fied Su33ort

/eine By %o$3onents

%oordinate Syste$ #lobal %oordinate Syste$

: %o$3onent 0. !$$ *ra$3ed

8 %o$3onent 92.525 !$$ *ra$3ed

= %o$3onent 0. !$$ *ra$3ed

Su33ressed !o

-GUE 1Model (C4) > Static Structural (C5) > Line %ressure

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Solution (C6)TABLE 1

Model (C4) > Static Structural (C5) > Solution

4bject !a$e Solution (C#)

State Solved

Ada&tie Mes* e"ineentMa Reine$ent Loo3s 1.

Reine$ent /e3t& 2.

-n"oration

Status /one

TABLE 11Model (C4) > Static Structural (C5) > Solution (C.) > Solution -n"oration

4bject !a$e Solution $n%ormation

State Solved

Solution -n"oration

Solution 4ut3ut Solver 4ut3ut

!eIton9Ra3&son Residuals 0

3date -nterval 2.5 s

/is3lay Points "ll

E Connection +isi6ilit!

"ctivate Visibility 8es

/is3lay "ll F' %onnectors

/raI %onnections "ttac&ed o "ll !odes

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Line %olor %onnection y3e

Visible on Results !o

Line &icness Sin(le

/is3lay y3e Lines

TABLE 12

Model (C4) > Static Structural (C5) > Solution (C.) > esults

4bject !a$e &otal 'e%ormation

State Solved

Sco&e

Sco3in( Met&od #eo$etry Selection

#eo$etry "ll Bodies

De"inition

y3e otal /eor$ation

By i$e

/is3lay i$e Last

%alculate i$e istory 8es

-dentiier

Su33ressed !o

esults

Mini$u$ 0. $$

Mai$u$ 2 i#ure

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Material DataStructural Steel

TABLE 1Structural Steel > Constants

/ensity ?.Ae900+ ( $$9;

%oeicient o &er$al '3ansion 1.2e9005 %91

S3eciic eat .;e>005 $N (91 %91

&er$al %onductivity +.05e9002 K $$91 %91

Resistivity 1.?e900 o&$ $$

TABLE 14Structural Steel > Co&ressie Ultiate Stren#t*

%o$3ressive lti$ate Stren(t& MPa

0

TABLE 15Structural Steel > Co&ressie 7ield Stren#t*

%o$3ressive 8ield Stren(t& MPa

250

TABLE 1.Structural Steel > Tensile 7ield Stren#t*

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ensile 8ield Stren(t& MPa

250

TABLE 1/Structural Steel > Tensile Ultiate Stren#t*

ensile lti$ate Stren(t& MPa

+0

TABLE 10Structural Steel > -sotro&ic Secant Coe""icient o" T*eral E$&ansion

Reerence e$3erature %

22

TABLE 13Structural Steel > Alternatin# Stress Mean Stress

"lternatin( Stress MPa %ycles Mean Stress MPa

;00+ 0

TABLE 2Structural Steel > Strain8Li"e %araeters

Stren(t&%oeicient MPa

Stren(t&'3onent

/uctility%oeicient

/uctility'3onent

%yclic Stren(t&%oeicient MPa

%yclic Strainardenin( '3onent

-sotro&ic Elasticit!

e$3erature % 8oun(Os Modulus MPa PoissonOs Ratio Bul Modulus MPa S&ear Modulus MPa

2.e>005 0.; 1.+++?e>005 ?+ -sotro&ic elatie %erea6ilit!

Relative Per$eability

10000