proiect cap de cruce

8/20/2019 Proiect Cap de Cruce

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UNIVERSITATEA MARITIMĂ CONSTAN AȚ

Studii Masterat

Specializarea Tehnici Avansate de InginerieElectroecanica Navala

Anul I

!roiect T"N"E"I"S"!"N

Coordonator ştiinţific:

.l.dr.ing. Sabau AdrianȘ

Masterand:

Mocanu Marian

Constan aț

-2015-

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Proiect cap de cruceFirst Saved Thursday, April16, 2015

Last Saved Thursday, April16, 2015

Product Version 130 !elease

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Contents

• Units

• Model #A$%

o Geometr

Solid

o Coordinate Sstems

o Mes!

o Static Structural #A&%

Analsis Settings

"oads

Solution #A$%

Solution &nformation

'esults

• Material 'ata

o Structural Steel

Units

TABLE 1

"nit Syste# $etric %#, &', (, s, V, A) *e'rees rad+s elsius

An'le *e'rees

!otational Velocity rad+s

Te#perature elsius

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Model (A4)

Geometry

TABLE 2Model (A4) > Geometr

-./ect (a#e Geometry

State Fully *eined

!e"inition

Source"sers$arianApp*ataLocalTe#p4$arian

P20122unsavedpro/ectilesdp0S7S*$S7Sa'd.

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Type *esi'n$odeler

Len'th "nit $illi#eters

8le#ent ontrol Pro'ra# ontrolled

*isplay Style Part olor

Boundin# Bo$

Len'th 9 5:53;e002 #

Len'th 7 010;;< #

Len'th = ;0


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-./ect (a#e Solid

State $eshed

Grap'ics Properties

Visi.le 7es

Transparency 1

!e"inition

Suppressed (o

Stiness 4ehavior FleBi.le

oordinate Syste# *eault oordinate Syste#

!eerence Te#perature 4y 8nviron#ent

Material

Assi'n#ent Structural Steel

(onlinear 8ects 7es

Ther#al Strain 8ects 7es

Boundin# Bo$

Len'th 9 5:53;e002 #

Len'th 7 010;;< #

Len'th = ;0


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TABLE 4Model (A4) > Coordinate %stems > Coordinate %stem

-./ect (a#e Global Coordinate System

State Fully *eined

!e"inition

Type artesian

oordinate Syste# * 0

ri#in

-ri'in 9 0 #

-ri'in 7 0 #

-ri'in = 0 #

!irectional ectors

9 ABis *ata E 1 0 0

7 ABis *ata E 0 1 0

= ABis *ata E 0 0 1

Mesh

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TABLE *Model (A4) > Mes'

-./ect (a#e Mesh

State Solved

!e"aults

Physics Preerence $echanical

!elevance 0

%i+in#

"se Advanced SiGe Function -

!elevance enter oarse

8le#ent SiGe 3e003 #

nitial SiGe Seed Active Asse#.ly

S#oothin' $ediu#

Transition Fast

Span An'le enter oarse

$ini#u# 8d'e Len'th


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Ad-anced

Shape hec&in' Standard $echanical

8le#ent $idside (odes Pro'ra# ontrolled

Strai'ht Sided 8le#ents (o

(u#.er o !etries *eault %


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TABLE .Model (A4) > Analsis

-./ect (a#e Static Structural (A5)

State Solved

!e"inition

Physics Type Structural

Analysis Type Static Structural

Solver Tar'et $echanical AP*L

ptions

8nviron#ent Te#perature 22 J

Henerate nput -nly (o

TABLE /Model (A4) > %tatic %tructural (A*) > Analsis %ettin#s

-./ect (a#e Analysis Settings

State Fully *eined

%tep Controls

(u#.er - Steps 1

urrent Step (u#.er 1

Step 8nd Ti#e 1 s

Auto Ti#e Steppin' Pro'ra# ontrolled%ol-er Controls

Solver Type Pro'ra# ontrolled

ea& Sprin's Pro'ra# ontrolled

Lar'e *election -

nertia !elie -

0estart Controls

Henerate !estartPoints

Pro'ra# ontrolled

!etain Files Ater FullSolve

(o

onlinear Controls

Force onver'ence Pro'ra# ontrolled

$o#ent onver'ence Pro'ra# ontrolled

*isplace#entonver'ence

Pro'ra# ontrolled

!otation onver'ence Pro'ra# ontrolled

Line Search Pro'ra# ontrolled

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Sta.iliGation -

utput Controls

alculate Stress 7es

alculate Strain 7es

alculate ontact (o

alculate !esults At All Ti#e Points

Analsis !ata Mana#ement

Solver Files *irectory"sers$arianApp*ataLocalTe#p4$arianP20122unsavedpro/ectilesdp0S7S$8K

Future Analysis (one

Scratch Solver Files*irectory

Save $AP*L d. (o

*elete "nneededFiles

7es

(onlinear Solution (oSolver "nits Active Syste#

Solver "nit Syste# #&s

TABLE Model (A4) > %tatic %tructural (A*) > Loads

-./ect (a#e Fixed Support Fixed Support 2 Force

State Fully *eined

%cope

Scopin' $ethod Heo#etry Selection

Heo#etry 25 Faces 11 Faces

!e"inition

Type FiBed Support Force

Suppressed (o

*eine 4y o#ponents

oordinate Syste# Hlo.al oordinate Syste#

9 o#ponent 0 ( %ra#ped)

7 o#ponent 1000 ( %ra#ped)

= o#ponent 0 ( %ra#ped)

3,GU0E 1Model (A4) > %tatic %tructural (A*) > 3orce

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Solution (A6)

TABLE Model (A4) > %tatic %tructural (A*) > %olution

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-./ect (a#e Solution (A6)

State Solved

Adapti-e Mes' 0e"inement

$aB !eine#ent Loops 1

!eine#ent *epth 2

,n"ormation

Status *one

TABLE 15Model (A4) > %tatic %tructural (A*) > %olution (A.) > %olution ,n"ormation

-./ect (a#e Solution n!ormation

State Solved

%olution ,n"ormation

Solution -utput Solver -utput

(eIton!aphson !esiduals 0

"pdate nterval 25 s*isplay Points All

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TABLE 11Model (A4) > %tatic %tructural (A*) > %olution (A.) > 0esults

-./ect (a#e"otal

#e!ormation$%ui&alent $lastic Strain $%ui&alent Stress

State Solved

%cope

Scopin' $ethod Heo#etry Selection

Heo#etry All 4odies

!e"inition

TypeTotal

*eor#ation8uivalent %von$ises) 8lastic

Strain8uivalent %von$ises)

Stress

4y Ti#e

*isplay Ti#e Last

alculate Ti#eKistory

7es

dentiier

0esults

$ini#u# 0 # 0 #+# 0 Pa

$aBi#u# 5;10


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*isplay -ption Avera'ed

Material !ataStructural Steel

TABLE 12%tructural %teel > Constants

*ensity ;:50 &' #N3

oeicient o Ther#al 8Bpansion 12e005 N1

Speciic Keat


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TABLE 1%tructural %teel > Alternatin# %tress Mean %tress

Alternatin' Stress Pa ycles $ean Stress Pa

3???eM00? 10 0

2:2;eM00? 20 0

1:?6eM00? 50 0

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