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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# $etric %#, &', (, s, V, A) *e'rees rad+s elsius
An'le *e'rees
!otational Velocity rad+s
Te#perature elsius
3
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Model (A4)
Geometry
TABLE 2Model (A4) > Geometr
-./ect (a#e Geometry
State Fully *eined
!e"inition
Source"sers$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
1