Leaf Spring Ansys Report Knw

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Contents •

Unit Un itss

•

Model Mod el (C4) (C 4) o

Geomet Geo metry ry 

•

Soli So lid d

o

Coordina Coor dinate te Systems

o

Mesh Me sh

o

Modal Mod al (C5) 

Pre-Stres PreStresss (None)



Analysis Anal ysis Settings Sett ings



Fixed Fixe d Support Sup port



Solution Solut ion (C6) 

Solution Inormation



!esul !es ults ts

Material Mate rial Data o

Stru"tur Stru "tural al Steel Stee l

Units TABLE 1 $nit Syste% $.S. &usto%ary 'in, lb%, lb!, s, V, #( )e*rees )e*rees rad+s Fareneit #n*le Rotational Velocity -e%erature

)e*rees rad+s Fareneit

Model (C4) Geometry TABLE 2 Model (C4) > Geometry /bject "a%e

Geometry

State

Fully )e!ined Deinition

Source -ye Len*t $nit

&$serssai#)ataLocal-e%35R#"316232unsaved3roject3!ilesd08eo%9 1)M8eo%91.a*db )esi*nModeler Milli%eters

:le%ent &ontrol

Pro*ra% &ontrolled

)islay Style

ody &olor Bo!ndin" Bo#

Len*t ;

40.<4< in

Len*t =

4.4>2 in

Len*t ?

1.@6> in Pro$erties

Volu%e

<>.442 inA

Mass

10.0>1 lb%

Scale Factor Value

1. %t&tistics

odies

1

#ctive odies

1

"odes

>066

:le%ents Mes Metric

@2 "one B&sic Geometry '$tions

Para%eters

=es

Para%eter ey

)S

#ttributes

"o

"a%ed Selections

"o

Material Proerties

"o Ad&nced Geometry '$tions

$se #ssociativity

=es

&oordinate Syste%s

"o

Reader Mode Saves $dated File

"o

$se

=es

5nstances S%art &#) $date

"o

#ttac File Via -e% File

=es

-e%orary )irectory

&$serssai#)ataLocal-e%

#nalysis -ye

<9)

)eco%ose )isjoint Faces

=es

:nclosure and Sy%%etry Processin*

=es

TABLE  Model (C4) > Geometry > P&rts /bject "a%e

Solid

State

Mesed

Gr&$*ics Pro$erties Visible

=es

-ransarency

1

Deinition Suressed

"o

Sti!!ness eavior

FleBible

&oordinate Syste% )e!ault &oordinate Syste% Re!erence -e%erature

y :nviron%ent

M&teri&l #ssi*n%ent

Structural Steel

"onlinear :!!ects

=es

-er%al Strain :!!ects

=es

Bo!ndin" Bo# Len*t ;

40.<4< in

Len*t =

4.4>2 in

Len*t ?

1.@6> in

Pro$erties Volu%e

<>.442 inA

Mass

10.0>1 lb%

&entroid ;

1.426 in

&entroid =

92.26> in

&entroid ?

0.642> in

Mo%ent o! 5nertia 51

1<.462 lb%CinD

Mo%ent o! 5nertia 52

12@4. lb%CinD

Mo%ent o! 5nertia 5<

1271. lb%CinD

%t&tistics "odes

>066

:le%ents

@2

Mes Metric

"one

Coordinate Systems TABLE 4 Model (C4) > Coordin&te %ystems > Coordin&te %ystem /bject "a%e Global Coordinate System State

Fully )e!ined

Deinition -ye

&artesian

&oordinate Syste% 5)

0.

'ri"in /ri*in ;

0. in

/ri*in =

0. in

/ri*in ?

0. in

Direction&l +ectors ; #Bis )ata

E 1. 0. 0. 

= #Bis )ata

E 0. 1. 0. 

? #Bis )ata

E 0. 0. 1. 

Mesh TABLE , Model (C4) > Mes* /bject "a%e State

Mesh Solved

De&!lts Pysics Pre!erence Relevance

Mecanical 0

%i-in" $se #dvanced SiGe Function

/!!

Relevance &enter

Fine

:le%ent SiGe 5nitial SiGe Seed

)e!ault #ctive #sse%bly

S%ootin*

Mediu%

-ransition

Fast

San #n*le &enter Mini%u% :d*e Len*t

&oarse 2.e9002 in

.nl&tion $se #uto%atic 5n!lation

"one

5n!lation /tion

S%oot -ransition

-ransition Ratio

0.272

MaBi%u% Layers

>

8roHt Rate

1.2

5n!lation #l*orit%

Pre

VieH #dvanced /tions

"o

P&tc* Conormin" '$tions -rian*le Sur!ace Meser

Pro*ra% &ontrolled

Ad&nced Sae &ecIin*

Standard Mecanical

:le%ent Midside "odes

Pro*ra% &ontrolled

Strai*t Sided :le%ents

"o

"u%ber o! Retries

)e!ault '4(

:Btra Retries For #sse%bly

=es

Ri*id ody eavior )i%ensionally Reduced Mes Morin*

)isabled

Dee&t!rin" Pinc -olerance

Please )e!ine

8enerate Pinc on Re!res

"o

#uto%atic Mes ased )e!eaturin*

/n

)e!eaturin* -olerance

)e!ault

%t&tistics "odes

>066

:le%ents

@2

Mes Metric

"one

Mod&l (C,) TABLE / Model (C4) > An&lysis /bject "a%e State

Modal (C5) Solved

Deinition Pysics -ye

Structural

#nalysis -ye

Modal

Solver -ar*et Mecanical #P)L '$tions

:nviron%ent -e%erature

71.@ JF

8enerate 5nut /nly

"o

TABLE 0 Model (C4) > Mod&l (C,) > .niti&l Condition /bject "a%e Pre-Stress (None) State

Fully )e!ined

Deinition Pre9Stress :nviron%ent

"one

TABLE  Model (C4) > Mod&l (C,) > An&lysis %ettin"s /bject "a%e

Analysis Settings

State

Fully )e!ined '$tions

MaB Modes to Find

20

Li%it Searc to Ran*e

"o %oler Controls

)a%ed

"o

Solver -ye

Pro*ra% &ontrolled otordyn&mics Controls

&oriolis :!!ect

/!!

&a%bell )ia*ra%

/!! '!t$!t Controls

Stress

=es

Strain

=es

"odal Forces

"o

&alculate Reactions

"o

Store Modal Results

Pro*ra% &ontrolled

8eneral Miscellaneous

"o

An&lysis D&t& M&n&"ement Solver Files )irectory Flea!3srin*lea!3srin*3%odal3!ilesd0S=SM:&K Future #nalysis

"one

Scratc Solver Files )irectory Save M#P)L db

"o

)elete $nneeded Files

=es

Solver $nits Solver $nit Syste%

#ctive Syste% in

TABLE 3 Model (C4) > Mod&l (C,) > Lo&ds /bject "a%e

Fixed Support

State

Fully )e!ined

%co$e Scoin* Metod 8eo%etry Selection 8eo%etry

2 Faces

Deinition -ye

FiBed Suort

Suressed

"o

Solution (C6) TABLE 1 Model (C4) > Mod&l (C,) > %ol!tion /bject "a%e Solution (C) State

Solved

Ad&$tie Mes* einement MaB Re!ine%ent Loos

1.

Re!ine%ent )et

2.

.norm&tion Status

)one

-e !olloHin* bar cart indicates te !reuency at eac calculated %ode. 5.GUE 1 Model (C4) > Mod&l (C,) > %ol!tion (C/)

TABLE 11 Model (C4) > Mod&l (C,) > %ol!tion (C/) Mode Freuency EKG 1.

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TABLE 12 Model (C4) > Mod&l (C,) > %ol!tion (C/) > %ol!tion .norm&tion /bject "a%e Solution !n"ormation State

Solved

%ol!tion .norm&tion Solution /utut

Solver /utut

"eHton9Rason Residuals

0

$date 5nterval

2.> s

)islay Points

#ll

5E Connection +isi6ility #ctivate Visibility

=es

)islay #ll F: &onnectors )raH &onnections #ttaced -o

#ll "odes

Line &olor

&onnection -ye

Visible on Results

"o

Line -icIness

Sin*le

)islay -ye

Lines

TABLE 1 Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts /bject "a%e

#otal $e"ormation

#otal $e"ormation %

#otal $e"ormation &

State

#otal $e"ormation '

#otal $e"ormation 5

Solved %co$e

Scoin* Metod

8eo%etry Selection

8eo%etry

#ll odies Deinition

-ye Mode

-otal )e!or%ation 1.

2.

<.

4.

>.

20.0< in

2@.2 in

17<.<< KG

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5denti!ier Suressed

"o es!lts

Mini%u% MaBi%u%

0. in 1.021 in

22.662 in

21.706 in

.norm&tion Reorted <6.@64 KG Freuency

@4.@0@ KG

144.< KG

TABLE 14 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion

Mode Freuency EKG 1.

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TABLE 1, Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 2 Mode Freuency EKG 1.

<6.@64

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TABLE 1/ Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion  Mode Freuency EKG 1.

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TABLE 10 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 4 Mode Freuency EKG 1.

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TABLE 1 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion , Mode Freuency EKG 1.

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TABLE 13 Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts /bject "a%e

#otal $e"ormation 

#otal $e"ormation 

#otal $e"ormation 

State

Solved %co$e

#otal #otal $e"ormation $e"ormation * +,

Scoin* Metod

8eo%etry Selection

8eo%etry


-ye Mode

-otal )e!or%ation @.

7.

6.

.

10.

27.2>@ in

<6.2< in

>17.77 KG

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Mini%u% MaBi%u%

0. in 2<.07> in

<<.1@ in

<1.011 in

.norm&tion Reorted Freuency

24. KG

<74.22 KG

<7>.4 KG

TABLE 2 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion / Mode Freuency EKG 1.

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TABLE 22 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion  Mode Freuency EKG 1.

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TABLE 2 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 3 Mode Freuency EKG 1.

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TABLE 24 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1 Mode Freuency EKG 1.

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TABLE 2, Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts /bject "a%e

#otal $e"ormation ++

#otal #otal $e"ormation +% $e"ormation +&

State

#otal $e"ormation +'

#otal $e"ormation +5

Solved %co$e

Scoin* Metod

8eo%etry Selection

8eo%etry


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12.

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TABLE 2/ Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 11 Mode Freuency EKG 1.

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TABLE 2 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1 Mode Freuency EKG 1.

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>17.77

10.

>72.2

11.

@41.>2

12.

61<.2<

1<.

617.<

14.

0.>2

1>.


1@.

110>.<

17.

1202.4

16.

1<00.6

1.

14<4.>

20.

1>>@.4

TABLE  Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1, Mode Freuency EKG 1.

<6.@64

2.

@4.@0@

<.

144.<

4.

17<.<<

>.

[email protected]

@.

24.

7.

<74.22

6.

<7>.4

.

>17.77

10.

>72.2

11.

@41.>2

12.

61<.2<

1<.

617.<

14.

0.>2

1>.


1@.

110>.<

17.

1202.4

16.

1<00.6

1.

14<4.>

20.

1>>@.4

TABLE 1 Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts /bject "a%e

#otal #otal #otal #otal $e"ormation + $e"ormation + $e"ormation + $e"ormation +*

State

#otal $e"ormation %,

Solved %co$e

Scoin* Metod

8eo%etry Selection

8eo%etry


-ye Mode

-otal )e!or%ation 1@.

17.

16.


"o es!lts

1.

20.

Mini%u% MaBi%u%

0. in 41.0> in

24.261 in

47.76 in

4.246 in

[email protected] in

14<4.> KG

1>>@.4 KG


110>.< KG

1202.4 KG

1<00.6 KG

TABLE 2 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1/ Mode Freuency EKG 1.

<6.@64

2.

@4.@0@

<.

144.<

4.

17<.<<

>.

[email protected]

@.

24.

7.

<74.22

6.

<7>.4

.

>17.77

10.

>72.2

11.

@41.>2

12.

61<.2<

1<.

617.<

14.

0.>2

1>.


1@.

110>.<

17.

1202.4

16.

1<00.6

1.

14<4.>

20.

1>>@.4

TABLE  Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 10 Mode Freuency EKG 1.

<6.@64

2.

@4.@0@

<.

144.<

4.

17<.<<

>.

[email protected]

@.

24.

7.

<74.22

6.

<7>.4

.

>17.77

10.

>72.2

11.

@41.>2

12.

61<.2<

1<.

617.<

14.

0.>2

1>.


1@.

110>.<

17.

1202.4

16.

1<00.6

1.

14<4.>

20.

1>>@.4

TABLE 4 Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1 Mode Freuency EKG 1.

<6.@64

2.

@4.@0@

<.

144.<

4.

17<.<<

>.

[email protected]

@.

24.

7.

<74.22

6.

<7>.4

.

>17.77

10.

>72.2

11.

@41.>2

12.

61<.2<

1<.

617.<

14.

0.>2

1>.


1@.

110>.<

17.

1202.4

16.

1<00.6

1.

14<4.>

20.

1>>@.4

TABLE , Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 13 Mode Freuency EKG 1.

<6.@64

2.

@4.@0@

<.

144.<

4.

17<.<<

>.

[email protected]

@.

24.

7.

<74.22

6.

<7>.4

.

>17.77

10.

>72.2

11.

@41.>2

12.

61<.2<

1<.

617.<

14.

0.>2

1>.


1@.

110>.<

17.

1202.4

16.

1<00.6

1.

14<4.>

20.

1>>@.4

TABLE / Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 2 Mode Freuency EKG 1.

<6.@64

2.

@4.@0@

<.

144.<

4.

17<.<<

>.

[email protected]

@.

24.

7.

<74.22

6.

<7>.4

.

>17.77

10.

>72.2

11.

@41.>2

12.

61<.2<

1<.

617.<

14.

0.>2

1>.


1@.

110>.<

17.

1202.4

16.

1<00.6

1.

14<4.>

20.

1>>@.4

TABLE 0 Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts /bject "a%e

.ui/alent Stress

State

Solved %co$e

Scoin* Metod

8eo%etry Selection

8eo%etry


-ye :uivalent 'von9Mises( Stress Mode

1.


"o

.nte"r&tion Point es!lts )islay /tion

#vera*ed es!lts

Mini%u%

>.@62e900 si

MaBi%u%

1.00>@e00@ si


<6.@64 KG

TABLE  Model (C4) > Mod&l (C,) > %ol!tion (C/) > E7!i&lent %tress Mode Freuency EKG 1.

<6.@64

2.

@4.@0@

<.

144.<

4.

17<.<<

>.

[email protected]

@.

24.

7.

<74.22

6.

<7>.4

.

>17.77

10.

>72.2

11.

@41.>2

12.

61<.2<

1<.

617.<

14.

0.>2

1>.


1@.

110>.<

17.

1202.4

16.

1<00.6

1.

14<4.>

20.

1>>@.4

M&teri&l D&t& Structural Steel TABLE 3 %tr!ct!r&l %teel > Const&nts )ensity &oe!!icient o! -er%al :Bansion Seci!ic Keat

0.26<@ lb% inN9< @.@@@7e900@ FN91 0.10<@@ -$ lb%N91 FN91

-er%al &onductivity 6.017e9004 -$ sN91 inN91 FN91 Resistivity

6.>2<> o% c%il inN91

TABLE 4 %tr!ct!r&l %teel > Com$ressie Ultim&te %tren"t* &o%ressive $lti%ate Stren*t si 0 TABLE 41 %tr!ct!r&l %teel > Com$ressie 8ield %tren"t* &o%ressive =ield Stren*t si <@2> TABLE 42 %tr!ct!r&l %teel > Tensile 8ield %tren"t* -ensile =ield Stren*t si <@2> TABLE 4 %tr!ct!r&l %teel > Tensile Ultim&te %tren"t* -ensile $lti%ate Stren*t si @@717 TABLE 44 %tr!ct!r&l %teel > .sotro$ic %ec&nt Coeicient o T*erm&l E#$&nsion Re!erence -e%erature F 71.@ TABLE 4, %tr!ct!r&l %teel > Altern&tin" %tress Me&n %tress

#lternatin* Stress si

&ycles Mean Stress si

>.6001e00>

10

0

4.1002e00>

20

0

2.74e00>

>0

0

2.044e00>

100

0

1.>>0>e00>

200

0

@<@2

2000

0

<6000

10000

0

<10<6

20000

0

2001>

1.e00>

0

1@><4

2.e00>

0

12>02

1.e00@

0

TABLE 4/ %tr!ct!r&l %teel > %tr&in9Lie P&r&meters Stren*t &oe!!icient si 1.<<4

Stren*t :Bonent 90.10@

)uctility &oe!!icient 0.21<

)uctility :Bonent 90.47

&yclic Stren*t &yclic Strain &oe!!icient si Kardenin* :Bonent 1.4>04e00>

0.2

TABLE 40 %tr!ct!r&l %teel > .sotro$ic El&sticity -e%erature F =oun*Os Modulus si PoissonOs Ratio ulI Modulus si Sear Modulus si 2.006e007

0.<

2.417
TABLE 4 %tr!ct!r&l %teel > .sotro$ic el&tie Perme&6ility Relative Per%eability 10000

1.11>7e007

Leaf Spring Ansys Report Knw

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