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UNIVERSITATEA MARITIM CONSTAN A
Studii Masterat
Specializarea Concepte Moderne de InginerieElectromecanica
Anul I
Proiect TNEISPN
Coordonator tiinific:
.l.dr.ing. Sabau Adrian
Masterand:
Stancu Florin
Constan a
-2014-
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Proiect arbore cotitFirst Saved Sunday, January 26, 2014
Last Saved Sunday, January 26, 2014
Product Version 13.0 Release
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Contents
Units
Model !A"#
o Geoetr!
Solid
o Coordinate S!stes
o Connections
Contacts
o Mes"
o Static Structural !A$#
Anal!sis Settings
#oads
Solution $A%&
Solution 'nforation
(esults
Material %ata
o Structural Steel
Units
TABLE 1
Unit Syste !etric ", #$, %, s, V, &' (e$rees rad)s *elsius
&n$le (e$rees
Rotational Velocity rad)s
+eerature *elsius
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Model (A4)
Geometry
TABLE 2Model (A4) > Geometry
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-/ect %ae Geometry
State Fully (eined
e!inition
Source*Usersandrei&(ataLocal+e5&%(R78
P*5304452unsaved5ro/ect5ilesd0S9S(!S9S.a$d
+ye (esi$n!odeler
Len$t: Unit !illieters
leent *ontrol Pro$ra *ontrolled
(islay Style Part *olor
Bo"ndin# Bo$
Len$t: ; 0.1404<
Len$t: 9 0.13 0.?2@
Pro%erties
Volue 1.@0
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nclosure andSyetry Processin$
9es
TABLE 'Model (A4) > Geometry > Parts
-/ect %ae SolidState !es:ed
Gra%ics Pro%erties
Visile 9es
+ransarency 1
e!inition
Suressed %o
Stiness e:avior FleCile
*oordinate Syste (eault *oordinate Syste
Reerence +eerature y nvironent
Material&ssi$nent Structural Steel
%onlinear ects 9es
+:eral Strain ects 9es
Bo"ndin# Bo$
Len$t: ; 0.1404<
Len$t: 9 0.13 0.?2@
Pro%erties
Volue 1.@0
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TABLE 4Model (A4) > Coordinate &ystems > Coordinate &ystem
-/ect %ae Global Coordinate System
State Fully (eined
e!inition
+ye *artesian
*oordinate Syste 7( 0.
ri#in-ri$in ; 0.
-ri$in 9 0.
-ri$in > 0.
irectional *ectors
; &Cis (ata 1. 0. 0. G
9 &Cis (ata 0. 1. 0. G
> &Cis (ata 0. 0. 1. G
Connections
TABLE +Model (A4) > Connections
-/ect %ae Connections
State Fully (eined
A"to etection
Henerate &utoatic *onnection -n Reres: 9es
Trans%arency
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naled 9es
TABLE ,Model (A4) > Connections > Contacts
-/ect %ae Contacts
State Fully (einede!inition
*onnection +ye *ontact
&co%e
Scoin$ !et:od Heoetry Selection
Heoetry &ll odies
A"to etection
+olerance +ye Slider
+olerance Slider 0.
+olerance Value 1.
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TABLE -Model (A4) > Mes
-/ect %ae Mesh
State Solved
e!a"lts
P:ysics Preerence !ec:anical
Relevance 0
&i.in#Use &dvanced SiIe Function -
Relevance *enter *oarse
leent SiIe 3.e8003
7nitial SiIe Seed &ctive &ssely
Soot:in$ !ediu
+ransition Fast
San &n$le *enter *oarse
!iniu d$e Len$t: 1.2
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Ad0anced
S:ae *:ec#in$ Standard !ec:anical
leent !idside %odes Pro$ra *ontrolled
Strai$:t Sided leents %o
%uer o Retries (eault "4'
Ctra Retries For &ssely 9es
Ri$id ody e:avior (iensionally Reduced
!es: !or:in$ (isaled
e!eat"rin#
Pinc: +olerance Please (eine
Henerate Pinc: on Reres: %o
&utoatic !es: ased (eeaturin$ -n
(eeaturin$ +olerance (eault
&tatistics
%odes 26 Analysis
-/ect %ae Static Structural (A5)
State Solved
e!inition
P:ysics +ye Structural
&nalysis +ye Static Structural
Solver +ar$et !ec:anical &P(L
%tions
nvironent +eerature 22. K*
Henerate 7nut -nly %o
TABLE Model (A4) > &tatic &tr"ct"ral (A+) > Analysis &ettin#s
-/ect %ae Analysis Settings
State Fully (eined
&te% Controls
%uer - Stes 1.
*urrent Ste %uer 1.
Ste nd +ie 1. s
&uto +ie Stein$ Pro$ra *ontrolled
&ol0er Controls
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Solver +ye Pro$ra *ontrolled
ea# Srin$s Pro$ra *ontrolled
Lar$e (election -
7nertia Relie -
3estart Controls
Henerate RestartPoints
Pro$ra *ontrolled
Retain Files &ter FullSolve
%o
onlinear Controls
Force *onver$ence Pro$ra *ontrolled
!oent *onver$ence Pro$ra *ontrolled
(islaceent*onver$ence
Pro$ra *ontrolled
Rotation *onver$ence Pro$ra *ontrolled
Line Searc: Pro$ra *ontrolledStailiIation -
"t%"t Controls
*alculate Stress 9es
*alculate Strain 9es
*alculate *ontact %o
*alculate Results &t &ll +ie Points
Analysis ata Mana#ement
Solver Files (irectory*Usersandrei&(ataLocal+e5&%(R78P*5304452unsaved5ro/ect5ilesd0S9S!*
Future &nalysis %oneScratc: Solver Files
(irectory
Save !&P(L d %o
(elete UnneededFiles
9es
%onlinear Solution %o
Solver Units &ctive Syste
Solver Unit Syste #s
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TABLE 15Model (A4) > &tatic &tr"ct"ral (A+) > Loads
-/ect %ae ForceCylindrical
SupportCylindricalSupport 2
CylindricalSupport 3
CylindricalSupport 4
State Fully (eined
&co%e
Scoin$!et:od Heoetry Selection
Heoetry 1 Face
e!inition
+ye Force *ylindrical Suort
(eine y *oonents
*oordinateSyste
Hloal *oordinateSyste
; *oonent 0. % "raed'
9 *oonent 81000. % "raed'
> *oonent 0. % "raed'
Suressed %o
Radial FiCed
&Cial FiCed
+an$ential FiCed
6/GU3E 1Model (A4) > &tatic &tr"ct"ral (A+) > 6orce
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TABLE 11Model (A4) > &tatic &tr"ct"ral (A+) > Loads
-/ect %aeCylindrical
Support 5
Cylindrical
Support
Cylindrical
Support !
Cylindrical
Support "
Cylindrical
Support #State Fully (eined
&co%e
Scoin$!et:od
Heoetry Selection
Heoetry 1 Face
e!inition
+ye *ylindrical Suort
Radial FiCed
&Cial FiCed
+an$ential FiCedSuressed %o
TABLE 12Model (A4) > &tatic &tr"ct"ral (A+) > Loads
-/ect %ae Cylindrical Support $%
State Fully (eined
&co%e
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Scoin$ !et:od Heoetry Selection
Heoetry 1 Face
e!inition
+ye *ylindrical Suort
Radial FiCed
&Cial FiCed
+an$ential FiCed
Suressed %o
Solution (A6)
TABLE 1'Model (A4) > &tatic &tr"ct"ral (A+) > &ol"tion
-/ect %ae Solution (A)
State Solved
Ada%ti0e Mes 3e!inement
!aC Reineent Loos 1.
Reineent (et: 2.
/n!ormation
Status (one
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TABLE 14
Model (A4) > &tatic &tr"ct"ral (A+) > &ol"tion (A,) > &ol"tion /n!ormation-/ect %ae Solution &n'ormation
State Solved
&ol"tion /n!ormation
Solution -utut Solver -utut
%eton8Ra:son Residuals 0
Udate 7nterval 2.@ s
(islay Points &ll
TABLE 1+Model (A4) > &tatic &tr"ct"ral (A+) > &ol"tion (A,) > 3es"lts
-/ect %aeotal
e'ormation*+ui,alent Stress *+ui,alent *lastic Strain
Strain*nergy
State Solved
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&co%e
Scoin$ !et:od Heoetry Selection
Heoetry &ll odies
e!inition
+ye
+otal
(eoration
Muivalent "von8!ises'
Stress
Muivalent "von8!ises'
lastic Strain
Strain
ner$y
y +ie
(islay +ie Last
*alculate +ieistory
9es
7dentiier
3es"lts
!iniu 0. ?.@0
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TABLE 1,&tr"ct"ral &teel > Constants
(ensity ? Com%ressi0e Ultimate &tren#t
*oressive Ultiate Stren$t: Pa
0
TABLE 1&tr"ct"ral &teel > Com%ressi0e 7ield &tren#t
*oressive 9ield Stren$t: Pa
2.@eN00 Tensile 7ield &tren#t
+ensile 9ield Stren$t: Pa
2.@eN00 Tensile Ultimate &tren#t
+ensile Ultiate Stren$t: Pa
4.6eN00 /sotro%ic &ecant Coe!!icient o! Termal E$%ansion
Reerence +eerature *
22
TABLE 22&tr"ct"ral &teel > Alternatin# &tress Mean &tress
<ernatin$ Stress Pa *ycles !ean Stress Pa
3.===eN00= 10 0
2.
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1.3
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