leaf spring ansys report knw
TRANSCRIPT
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Project
First Saved Monday, February 17, 2014
Last Saved Monday, February 17, 2014
Product Version 14.0 Release
Save Project e!ore Solution "o
Save Project #!ter Solution "o
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Contents
Units
Model (C4)
o Geometry
Solid
o Coordinate Systems
o Mesh
o Modal (C5)
Pre-Stress (None)
Analysis Settings
Fixed Support
Solution (C6)
Solution Inormation
!esults
Material Data
o Stru"tural Steel
Units
TABLE 1
$nit Syste% $.S. &usto%ary 'in, lb%, lb!, s, V, #( )e*rees rad+s Fareneit
#n*le )e*rees
Rotational Velocity rad+s
-e%erature Fareneit
Model (C4)
Geometry
TABLE 2Model (C4) > Geometry
/bject"a%e
Geometry
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State Fully )e!ined
Deinition
Source &$serssai#)ataLocal-e%35R#"316232unsaved3roject3!ilesd08eo%9
1)M8eo%91.a*db
-ye )esi*nModeler
Len*t $nit Milli%eters
:le%ent&ontrol
Pro*ra% &ontrolled
)islayStyle
ody &olor
Bo!ndin" Bo#
Len*t ; 40.2 in
Len*t ? 1.@6> in
Pro$erties
Volu%e .442 inAMass 10.0>1 lb%
Scale FactorValue
1.
%t&tistics
odies 1
#ctiveodies
1
"odes >066
:le%ents @2
Mes Metric "oneB&sic Geometry '$tions
Para%eters =es
Para%eterey
)S
#ttributes "o
"a%edSelections
"o
MaterialProerties
"o
Ad&nced Geometry '$tions
$se#ssociativity
=es
&oordinateSyste%s
"o
ReaderMode Saves$dated File
"o
$se =es
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5nstances
S%art )$date
"o
#ttac FileVia -e%
File
=es
-e%orary)irectory
&$serssai#)ataLocal-e%
#nalysis-ye
Geometry > P&rts
/bject "a%e Solid
State Mesed
Gr&$*ics Pro$erties
Visible =es
-ransarency 1
Deinition
Suressed "o
Sti!!ness eavior FleBible&oordinate Syste% )e!ault &oordinate Syste%
Re!erence -e%erature y :nviron%ent
M&teri&l
#ssi*n%ent Structural Steel
"onlinear :!!ects =es
-er%al Strain :!!ects =es
Bo!ndin" Bo#
Len*t ; 40.2 in
Len*t ? 1.@6> in
Pro$erties
Volu%e .442 inA
Mass 10.0>1 lb%
&entroid ; 1.426 in
&entroid = 92.26> in
&entroid ? 0.642> in
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Mo%ent o! 5nertia 51 1 Coordin&te %ystems > Coordin&te %ystem
/bject "a%e Global Coordinate System
State Fully )e!ined
Deinition
-ye &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 Mesh
State Solved
De&!lts
Pysics Pre!erence Mecanical
Relevance 0
%i-in"
$se #dvanced SiGe Function /!!
Relevance &enter Fine
:le%ent SiGe )e!ault
5nitial SiGe Seed #ctive #sse%bly
S%ootin* Mediu%
-ransition Fast
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San #n*le &enter &oarse
Mini%u% :d*e Len*t 2.e9002 in
.nl&tion
$se #uto%atic 5n!lation "one
5n!lation /tion S%oot -ransition
-ransition Ratio 0.272
MaBi%u% Layers >
8roHt Rate 1.2
5n!lation #l*orit% Pre
VieH #dvanced /tions "o
P&tc* Conormin" '$tions
-rian*le Sur!ace Meser Pro*ra% &ontrolled
Ad&nced
Sae &ecIin* Standard Mecanical
:le%ent Midside "odes Pro*ra% &ontrolledStrai*t Sided :le%ents "o
"u%ber o! Retries )e!ault '4(
:Btra Retries For #sse%bly =es
Ri*id ody eavior )i%ensionally Reduced
Mes Morin* )isabled
Dee&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 Modal (C5)
State Solved
Deinition
Pysics -ye Structural
#nalysis -ye Modal
Solver -ar*et Mecanical #P)L
'$tions
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:nviron%ent -e%erature 71.@ JF
8enerate 5nut /nly "o
TABLE 0Model (C4) > Mod&l (C,) > .niti&l Condition
/bject "a%e Pre-Stress (None)
State Fully )e!ined
Deinition
Pre9Stress :nviron%ent "one
TABLE Model (C4) > Mod&l (C,) > An&lysis %ettin"s
/bject "a%e Analysis Settings
State Fully )e!ined
'$tions
MaB Modes to Find 20Li%it Searc to Ran*e "o
%oler Controls
)a%ed "o
Solver -ye 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 Flea!3srin*lea!3srin*3%odal3!ilesd0S=SM:&K
Future #nalysis "one
Scratc Solver Files )irectory
Save M#P)L db "o
)elete $nneeded Files =es
Solver $nits #ctive Syste%
Solver $nit Syste% in
TABLE 3Model (C4) > Mod&l (C,) > Lo&ds
/bject "a%e Fixed Support
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State Fully )e!ined
%co$e
Scoin* Metod 8eo%etry Selection
8eo%etry 2 Faces
Deinition
-ye FiBed Suort
Suressed "o
Solution (C6)
TABLE 1Model (C4) > Mod&l (C,) > %ol!tion
/bject "a%e Solution (C)
State Solved
Ad&$tie Mes* einement
MaB Re!ine%ent Loos 1.
Re!ine%ent )et 2.
.norm&tion
Status )one
-e !olloHin* bar cart indicates te !reuency at eac calculated %ode.
5.GUE 1Model (C4) > Mod&l (C,) > %ol!tion (C/)
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TABLE 11Model (C4) > Mod&l (C,) > %ol!tion (C/)
Mode Freuency EKG
1.
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1. 14
20. 1>>@.4
TABLE 12Model (C4) > Mod&l (C,) > %ol!tion (C/) > %ol!tion .norm&tion
/bject "a%e Solution !n"ormation
State Solved
%ol!tion .norm&tion
Solution /utut Solver /utut
"eHton9Rason Residuals 0
$date 5nterval 2.> s
)islay Points #ll
5E Connection +isi6ility
#ctivate Visibility =es
)islay #ll F: &onnectors
)raH &onnections #ttaced -o #ll "odes
Line &olor &onnection -ye
Visible on Results "o
Line -icIness Sin*le
)islay -ye Lines
TABLE 1Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts
/bject "a%e#otal
$e"ormation#otal
$e"ormation %#otal
$e"ormation otal
$e"ormation '#otal
$e"ormation 5
State Solved%co$e
Scoin* Metod 8eo%etry Selection
8eo%etry #ll odies
Deinition
-ye -otal )e!or%ation
Mode 1. 2. .
5denti!ier
Suressed "o
es!lts
Mini%u% 0. in
MaBi%u% 1.021 in 22.662 in 21.706 in 20.0< in [email protected] in
.norm&tion
ReortedFreuency
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Mode Freuency EKG
1. @.4
TABLE 1,Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 2
Mode Freuency EKG
1.
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17. 1202.4
16. 1>@.4
TABLE 1/Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion
Mode Freuency EKG
1. @.4
TABLE 10Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 4
Mode Freuency EKG
1.
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10. >72.2
11. @41.>2
12. 61. [email protected][email protected]
TABLE 1Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion ,
Mode Freuency EKG
1. @.4
TABLE 13Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts
/bject "a%e#otal
$e"ormation #otal
$e"ormation #otal
$e"ormation #otal
$e"ormation *#otal $e"ormation
+,
State Solved
%co$e
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Scoin* Metod 8eo%etry Selection
8eo%etry #ll odies
Deinition
-ye -otal )e!or%ation
Mode @. 7. 6. . 10.
5denti!ier
Suressed "o
es!lts
Mini%u% 0. in
MaBi%u% 2 in %ol!tion (C/) > Tot&l Deorm&tion /
Mode Freuency EKG
1. @.4
TABLE 21Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 0
Mode Freuency EKG
1.
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2. @4.@0@
TABLE 22Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion
Mode Freuency EKG
1.
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1. 14
20. 1>>@.4
TABLE 2Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 3
Mode Freuency EKG
1. @.4
TABLE 24Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1
Mode Freuency EKG
1.
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12. 61. [email protected][email protected]
TABLE 2,Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts
/bject "a%e#otal
$e"ormation ++#otal
$e"ormation +%#otal
$e"ormation +otal
$e"ormation +'#otal
$e"ormation +5
State Solved
%co$e
Scoin*Metod
8eo%etry Selection
8eo%etry #ll odies
Deinition
-ye -otal )e!or%ation
Mode 11. 12. 1.
5denti!ier
Suressed "o
es!lts
Mini%u% 0. in
MaBi%u% .@47 in 4 Tot&l Deorm&tion 11
Mode Freuency EKG
1.
-
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. >17.77
10. >72.2
11. @41.>2
12. 61. [email protected][email protected]
TABLE 20Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 12
Mode Freuency EKG
1. @.4
TABLE 2Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1
Mode Freuency EKG
1.
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2. @4.@0@
TABLE 23Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 14
Mode Freuency EKG
1.
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1. 14
20. 1>>@.4
TABLE Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1,
Mode Freuency EKG
1. @.4
TABLE 1Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts
/bject "a%e#otal
$e"ormation +#otal
$e"ormation +#otal
$e"ormation +#otal
$e"ormation +*#otal
$e"ormation %,
State Solved
%co$e
Scoin*Metod
8eo%etry Selection
8eo%etry #ll odiesDeinition
-ye -otal )e!or%ation
Mode 1@. 17. 16. 1. 20.
5denti!ier
Suressed "o
es!lts
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Mini%u% 0. in
MaBi%u% 41.0> in 24.261 in 47.76 in 4.246 in [email protected] in
.norm&tion
ReortedFreuency
110>.< KG 1202.4 KG 1>@.4 KG
TABLE 2Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1/
Mode Freuency EKG
1. @.4
TABLE Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 10
Mode Freuency EKG
1.
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10. >72.2
11. @41.>2
12. 61. [email protected][email protected]
TABLE 4Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1
Mode Freuency EKG
1. @.4
TABLE ,Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 13
Mode Freuency EKG
1.
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TABLE /Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 2
Mode Freuency EKG
1.
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20. 1>>@.4
TABLE 0Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts
/bject "a%e .ui/alent Stress
State Solved
%co$e
Scoin* Metod 8eo%etry Selection
8eo%etry #ll odies
Deinition
-ye :uivalent 'von9Mises( Stress
Mode 1.
5denti!ier
Suressed "o
.nte"r&tion Point es!lts
)islay /tion #vera*ed
es!lts
Mini%u% >.@62e900 si
MaBi%u% 1.00>@e00@ si
.norm&tion
Reorted Freuency Mod&l (C,) > %ol!tion (C/) > E7!i&lent %tress
Mode Freuency EKG
1.
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17. 1202.4
16. 1>@.4
M&teri&l D&t&
Structural Steel
TABLE 3%tr!ct!r&l %teel > Const&nts
)ensity 0.26 Com$ressie Ultim&te %tren"t*
&o%ressive $lti%ate Stren*t si
0
TABLE 41%tr!ct!r&l %teel > Com$ressie 8ield %tren"t*
&o%ressive =ield Stren*t si
TABLE 42%tr!ct!r&l %teel > Tensile 8ield %tren"t*
-ensile =ield Stren*t si
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 Coeicient o T*erm&l E#$&nsion
Re!erence -e%erature F
71.@
TABLE 4,%tr!ct!r&l %teel > Altern&tin" %tress Me&n %tress
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#lternatin* Stress si &ycles Mean Stress si
>.6001e00> 10 0
4.1002e00> 20 0
2.74e00> >0 0
2.044e00> 100 0
1.>>0>e00> 200 0
@02 1.e00@ 0
TABLE 4/%tr!ct!r&l %teel > %tr&in9Lie P&r&meters
Stren*t&oe!!icient si
Stren*t:Bonent
)uctility&oe!!icient
)uctility:Bonent
&yclic Stren*t&oe!!icient si
&yclic StrainKardenin* :Bonent
1. 0.2
TABLE 40%tr!ct!r&l %teel > .sotro$ic El&sticity
-e%erature F =oun*Os Modulus si PoissonOs Ratio ulI Modulus si Sear Modulus si
2.006e007 0.< 2.4177e007
TABLE 4%tr!ct!r&l %teel > .sotro$ic el&tie Perme&6ility
Relative Per%eability
10000