proiect sabau arbore ansys

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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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-/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


-/ect %ae Cylindrical Support $%

State Fully (eined

&co%e


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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


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

&lternatin$ Stress Pa *ycles !ean Stress Pa

3.===eN00= 10 0

2.


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