chassi sketch study 6 1

7/23/2019 Chassi Sketch Study 6 1

http://slidepdf.com/reader/full/chassi-sketch-study-6-1 1/23

Simulation of chassi

sketch

Date: 26 October 2014

Designer: Solidworks

Study name: Study 6

Analysis type: Static

Table of ContentsDescription...........................................1Assumptions..........................................2Model Inormation..................................2Study !roperties...................................10"nits.................................................11Material !roperties................................12#oads and $i%tures................................14&onnector Deinitions.............................14&ontact Inormation...............................1'

Mes( Inormation..................................1'Sensor Details......................................1')esultant $orces...................................16*eams...............................................1+Study )esults.......................................2,&onclusion..........................................26Appendi%............................................26

Description-o Data

Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( 1



Assumptions




Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( ,



Model Information




Model name: chassi sketch

Current Configuration: Default<As Machined>

eam odies:Document !ame and

"eference#ormulation $roperties

Document $ath%Date

Modified

eam&'(Structural

Member')'*+,

eam - .niform C%S

Section Standard&

iso%pipe%/01* 2 31/

Section Area: /341/54in6/

7ength:*'518//mm

9olume:1/'4/'/m63

Mass Density:;;kg%m63

Mass:'104/3kg

eight:'018003!

C:=.sers=Abishek=Donloa

ds=chassi sketch1S7D$"T

?ct /0 ;:'0:'5 /'8

eam&/(Structural

Member')4+,

eam - .niform C%S

Section Standard&

iso%pipe%/01* 2 31/


7ength:4414*4mm

9olume:/1'3/'e&5m63


Mass:1'0'*8;kg

eight:'154;4!



?ct /0 ;:'0:'5 /'8

eam&3(Structural

Member')8+,

eam - .niform C%S

Section Standard&

iso%pipe%/01* 2 31/


7ength:'/'1*48mm

9olume:/1**84e&5m63




?ct /0 ;:'0:'5 /'8

Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( '



Study $roperties

Study name Study 6

Analysis type Static

Mesh type *eam Mes(

Sol@er type Direct sparse soler

Inplane ffect: O

Soft Spring: O

Inertial "elief: O

Incompatible bonding options Automatic

7arge displacement O

Compute free body forces On

"esult folder Solid/orks document &3"sers3Abis(ek3Downloads

.nits

.nit system: SI M5S

7ength%Displacement mm

Temperature 5elin

Angular @elocity )adsec

$ressure%Stress -m72




Material $roperties

Model "eference $roperties Components

!ame: Alloy SteelModel type: #inear 8lastic Isotropic

Default failure

criterion:

Ma% on Mises Stress

Bield strength: 6.20422e900: -m72Tensile strength: +.2,:26e900: -m72lastic modulus: 2.1e9011 -m72

$oissons ratio: 0.2:Mass density: ++00 k;m7,

Shear modulus: +.<e9010 -m72Thermal e2pansion

coefficient:

1.,e=00' 5elin

Solid*ody 1Structural

Member1>1<?c(assi sketc(@


Member1>:?c(assi sketc(@Solid*ody ,Structural

Member1>4?c(assi sketc(@


Member1>2'?c(assi sketc(@

Solid*ody 'Structural




Solid*ody +Structural

Member1>1+?c(assi sketc(@

Solid*ody :Structural

Member1>,'?c(assi sketc(@

Solid*ody <Structural





Member1>1,?c(assi sketc(@



Solid*ody 1,Structural

Member1>,<?c(assi sketc(@

Solid*ody 14StructuralMember1>2?c(assi sketc(@

Solid*ody 1'Structural

Member1>,,?c(assi sketc(@



Solid*ody 1+Structural

Member1>'?c(assi sketc(@

Solid*ody 1:Structural

Member1>,+?c(assi sketc(@

Solid*ody 1<Structural





Member1>,6?c(assi sketc(@


Member1>+?c(assi sketc(@

Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( +



Solid*ody 2,Structural





Member1><?c(assi sketc(@


Member1>2+?c(assi sketc(@

Solid*ody 2+StructuralMember1>,4?c(assi sketc(@

Solid*ody 2:Structural


Solid*ody 2<Structural

Member1>,:?c(assi sketc(@

Solid*ody ,0Structural





Member1>,?c(assi sketc(@

Solid*ody ,,Structural

Member1>2:?c(assi sketc(@



Solid*ody

,'rim8%tend1>2?c(assi

sketc(@

Solid*ody

,6rim8%tend1>1?c(assi

sketc(@

Solid*ody ,+Structural

Member1>10?c(assi sketc(@Solid*ody ,:Structural


Solid*ody ,<Structural

Member1>,2?c(assi sketc(@

Solid*ody

40rim8%tend2>2?c(assi

sketc(@




Member1>2<?c(assi sketc(@Solid*ody 4,Structural





Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( :




Solid*ody

46rim8%tend2>1?c(assi

sketc(

Cur@e Data:!%A

Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( <



7oads and #i2tures

#i2ture name #i2ture Image #i2ture Details

#i2ed&'

ntities: 2 BointsType: $i%ed Ceometry

7oad name 7oad Image 7oad Details

#orce&'

ntities: 2 BointsType: Apply orce

9alues: ===@ ===@ 1'00 -Moments: ===@ ===@ === -m

#orce&/

ntities: 1 planes@ 1 *eam s"eference: op !lane

Type: Apply orce9alues: ===@ =1'00@ === -

Moments: ===@ ===@ === -m

#orce&3

ntities: 1 planes@ 4 Boints

"eference: op !laneType: Apply orce

9alues: ===@ ,+'@ === -Moments: ===@ ===@ === -m




Connector Definitions-o Data

Contact Information-o Data




Mesh Information

Mesh type *eam Mes(

Mesh Information & Details

Total !odes 61<Total lements '+0

Time to complete mesh(hhmmss,: 00000,

Computer name: #8-OEO

Sensor Details-o Data




"esultant #orces

"eaction #orces

Selection set .nits Sum E Sum B Sum F "esultant

8ntire Model - ,000 =2.,24':e=006 1.'61'2 ,000

"eaction MomentsSelection set .nits Sum E Sum B Sum F "esultant

8ntire Model -m =2.44,+<e=006 =26.<++ 0.+4+':1 26.<:+,

Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( 1,



eams

eam #orces

eam !ameGoint

sA2ial(!,

Shear'(

!,

Shear/(

!,

Moment'(!H

m,

Moment/(!H

m,

Torue(!H

m,

eam&'(Structural

Member')'*+,

1 1<42.24 1.20216 =0.''06, =0.122+01 ='.61:0+ 0.0044+0:'

2 =1<,1.11 =1+.61:1 0.1,<<4: 0.1,'++1 6.<',,4 =0.0612'16

, 16++.0, =+:0.,+6 0.:4++0: 0.02:,<,: 4:.:16, 0.1,<0,2

4 =1+10.1, =4<0.<24 1.624<: =0.1,2106 26.4,, 0.02<:2:

' 1+10.1, 4<0.<24 =1.624<: 0.,1,:6: 2:.4+<2 =0.02<:2:

eam&/(Structural

Member')4+,

1 ,,+2.<4 ::<.<44 4.+6262 1.04''2 2'<.++6 =1.01614

2 =,2'6.6' =12'0.1< =4.+6262 =1.,2206 =1+1.2'< 1.144:

eam&3(Structural

Member')8+,

1 416.16 =,,.4<4' 0.:+20'+ 0.6046,2 =1+:.<,1 0.2+420'

2 =,',.'+6 =222.024 =0.:+20'+ =0.'66'<' 16<.0<2 0.114'<1

eam&8(Structural

Member')/5+,

1 =2,4.22: =,++.,<6 =1.0<': =0.160,+6 =12,.6', =0.+10242

2 2,4.22: ,++.,<6 1.0<': 0.46+:6, 1+.+',6 0.+10242

eam&5(Structural

Member')'/+,

1 ,260.4' =12:1.,, 4.<:6,6 ,.'<042 414.,26 1.+1404

2 =,260.4' 12:1.,, =4.<:6,6 =1.,0<6: 1+1.+4< =1.+1404

eam&0(StructuralMember')8/+,

1 =16,.:1, ,046.:' +.+'11' 0.,<+'+< =166.+02 =0.<6<12 16,.:1, =,046.:' =+.+'11' 0.,:4:,1 =140.:'1 0.<6<1

eam&;(Structural

Member')';+,

1 =+:1.'+: 26'.212 1.,<:,4 =0.1,4'61 =,2.:'4' 0.0'62+46

2 =,:,<.6< =6+:.++6 ,.0<+'6 =1.0<461 <4.,<21 0.42'<:'

, =10<<.4< ,0<.+2 =

0.0+66124 =0.'1+:++ ='.+240: 0.1:+<0<

4 12'<.41 6:'.644 =11.1::< ,.+<:' 61.214< 0.0+:<,2,

' =12'<.41 =6:'.644 11.1::< =1.2<,1< <2.,0:2 =0.0+:<,2,

eam&4(Structural

Member')35+,

1 1,+<.1+ =2,0.<+2 =0.66,<21 0.21266< =2.66,24 0.40:<64

2 =1,+<.1+ 2,0.<+2 0.66,<21 =0.14'21, =20.:04 =0.40:<64

eam&*(Structural

Member')8+, 1 0.000620:

0<

=,+'

=

2.2026:e=

01,

+.1+204e=014 1.2+,2<e=011 ,.+:,64e=

01,

2 0.000620:

0: ,+'

=

4.+<616e=

01,

=,.2:626e=01, 40.'04: =1.:<2+1e=

012

eam&

'(Structural

Member')'+,

1 =,0+.'26 =214.'<< <.:<0+'e=

012 1.<6:2e=012 =1.+416:e=010

2.:6+04e=

012

2 =,0+.'26 =214.'<< 1.02,1:e=

011 <.44,11e=012 =12.20,4

1.461<4e=

011

, 4:2.6<2 =1<,.'++ =1.0<': =0.,22'0' =16+.44+ =0.2+',<+

eam&

''(Structural

Member')'3+,

1 22.6'+: =2'.<:04 =4.+<024 <.+,<,2 =12.0+6: <.:14,'

2 =22.6'+: 2'.<:04 4.+<024 =6.1,14, =+.4<102 =<.:14,'

eam&

'/(Structural

Member')'8+,

1 =+,,.20: =<00.4: ,.6<1', 1.10626 ,+6.:2 0.210'6

2 +,,.20: <00.4: =,.6<1', 0.40<'41 =+.06:'< =0.210'61

eam&

'3(Structural

Member')3*+,

1 =44'.<4, 6+0.+11 1.:<0+, =0.02600:1 40.'++2 0.166,4+

2 0 0 0 0 0 0

eam&

'8(Structural

Member')/+,

1 =4<6.6,+ 1'4.,2 1.0<': 0.,4,'1, 16+.44+ 0.24:+

2 4':.26< 24'.:+2 =1.0<': =0.,01,:4 =161.<2: 0.0210'11

1 1121.+, +,4.2<' 2.4''2' 0.':22,6 =22.6+' =0.:264'




eam !ameGoint

sA2ial(!,

Shear'(

!,

Shear/(

!,

Moment'(!H

m,

Moment/(!H

m,

Torue(!H

m,eam&

'5(Structural

Member')33+,

2 =1121.+, =+,4.2<' =2.4''2' =0.,'0+<' =46.'424 0.:264'

eam&

'0(Structural

Member')/0+,

1 =4+1.1'6 '2<.2<< =0.:+20'+ =0.1,606' 11,.:+4 =0.<0+461

2 4+1.1'6 ='2<.2<< 0.:+20'+ 0.,+66,' ,2.1404 0.<0+461

eam&

';(Structural

Member')5+,

1 =,0+.'26 =214.'<< ,.2<6<2e=012

1.+1<'1e=012 2.06<1e=010 2.4<04'e=012

2 =,<6.22 1,1.60: =0.:+20'+ =0.',<6,< 1+6.<0< =0.4116::

, ,<6.22 =1,1.60: 0.:+20'+ 0.:1<,<, =1,4.6:< 0.4116:+

eam&

'4(Structural

Member')3;+,

1 =1'4.1++ =:,0.,64 =1.,'60, 0.0<6,+61 ,4.,0+, =0.,<04,4

2 1'4.1: :,0.,64 1.,'60, =0.2,46:1 '0.,:2+ 0.,<04,4

eam&

'*(Structural

Member')0+,

1 =22.6'+: =2'.<:04 =4.+<024 =,.<6,0, =12.0+6: '.:<+,+

2 22.6'+: 2'.<:04 4.+<024 +.'+0<2 =+.4<102 ='.:<+,+

eam&

/(Structural

Member')88+,

1 ,11<.,1 '+.264 =2.0104 =0.0'26+<: ='.44''+ 0.04:<:6

2 =,11<.,1 ='+.26,4 2.0104 =0.66<:2, =1'.1,4 =0.04:<:6

eam&

/'(Structural

Member')30+,

1

=

0.000620:

0<

=,+' 0 ,.41'0'e=01, =,.+<60+e=012 =,.<,46,e=

01,

2

=

0.000620:

0:

,+' 6.2'2+:e=

01, =1.6:66'e=012 =40.'04: 1.<6:2e=012

eam&

//(Structural

Member');+,

1 ,221.': =1,,+.<: =4.+6262 =1.2<0'6 =1+1.2'< =1.1:02

2 0 0 0 0 0 0

eam&

/3(Structural

Member')/'+,

1 =:0.2+,6 =4,6.:6 =1.0<': =1.0:6<4 142.'1, =0.'444+4

2 :0.2+,6 4,6.:6 1.0<': 1.,'::+ =2'0.<22 0.'444+4

eam&

/8(Structural

Member')83+,

1 =,6+0.42 =61.1112 ,.4<42, =1.11'4: =20.<+': =0.0::,02

2 ,6+0.42 61.10<: =,.4<42, 0.'+6022 11.'411 0.0::,022

eam&

/5(Structural

Member')*+,

1 =2,2,.0' 6,,.426 1.0+10< 0.42+':4 =116.024 =0.016,++

2 2,2,.0' =6,,.426 =1.0+10< 0.266'0: =2<4.4'2 0.016,++,

eam&

/0(Structural

Member')/;+,

1 ='11.2,2 =4<0.+01 0.:+20'+ 0.4466+2 ,2.1404 =0.:+'11,

2 +02.022 <6.4<11 =0.:+20'+ =1.0,6<: =<2.1',+ 0.,<,046

eam&

/;(StructuralMember')38+,

1 =11'.'1, 100.612 =0.:02++' =0.0+,64,: =,,.4<,, =0.,'+1<

2 0 0 0 0 0 0

eam&

/4(Structural

Member')//+,

1 ':.,14, 440.,2< 1.0<': 1.112:2 =142.'1, 0.4:<406

2 6<.+1<: =4,:.66: =1.0<': =1.0:+6 <,.<,<, =0.16::<6

1 4<0.4', =,'2.:01 =0.41'+:, =0.10'62+ 6.,<262 =0.1':<6+

2 0 0 0 0 0 0

Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( 1'



Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( 1+



Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( 1:



Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( 1<



!ame Type Min Ma2

chassi sketch&Study 0&Displacement&Displacement'

!ame Type Min Ma2

$actor o Saety1 Automatic 1.+1106

-ode ,:

,24.1''

-ode 44<

chassi sketch&Study 0&#actor of Safety&#actor of Safety'

!ame Type Min Ma2

$actor o Saety2 Automatic 1.+1106 ,24.1''




!ame Type Min Ma2

-ode ,: -ode 44<

chassi sketch&Study 0&#actor of Safety&#actor of Safety/




Ima;e=1

Conclusion

Appendi2

Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( 2,

chassi sketch study 6 1

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