Assem v Block 001 Final With Load-Study 1-1
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Transcript of Assem v Block 001 Final With Load-Study 1-1
8/19/2019 Assem v Block 001 Final With Load-Study 1-1
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PT Akura Bina Citra
Simulation of Assem Vblock 001 final with
load
Date: 04 November 2015
Designer: Andi Setyo B
Stud name: Study 1
Analsis t!e: Static
Table of ContentsDescription...........................................1Assumptions..........................................2Model Inormation..................................2Study !roperties....................................."#nits.................................................."Material !roperties.................................$%oads and &i'tures..................................()onnector Deinitions..............................()ontact Inormation................................*Mes+ Inormation..................................10
Sensor Details......................................11,esultant &orces...................................11Beams...............................................12Study ,esults.......................................1-)onclusion..........................................1"
Descri!tionNo Data
Analyed /it+ Solidors Simulation Simulation o Assem bloc 001 inal /it+ load 1
8/19/2019 Assem v Block 001 Final With Load-Study 1-1
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PT Akura Bina Citra Andi Setyo B0431132015
Assum!tions
riinal Model
Model Analyed
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Analyed /it+ Solidors Simulation Simulation o Assem bloc 001 inal /it+ load -
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"odel #nformation
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"odel name: Assem V block 001 final with load
Current Configuration: Default
Solid BodiesDocument $ame and
%eferenceTreated As Volumetric Pro!erties
Document Path&Date
"odified
Boss'()trude*
Solid Bod
"ass:0+*0*,-. kg
Volume:*+.-/0*e'00. m,
Densit:-/.0 kg&m,
eight:1+2/,*- $
3:4A56%A B#$A C#T%A4ABC
Design Calculation
Pro7ect43"C4V block
0014Bolt 0-. inch+S8DP%T
9ct *2 02:*:;0 *01.
Boss'()trude*
Solid Bod
"ass:0+*0*,-. kg
Volume:*+.-/0*e'00. m,
Densit:-/.0 kg&m,
eight:1+2/,*- $
3:4A56%A B#$A C#T%A4ABC
Design Calculation
Pro7ect43"C4V block
0014Bolt 0-. inch+S8DP%T
9ct *2 02:*:;0 *01.
Boss'()trude*
"ass:0+*0*,-. kg
Volume:*+.-/0*e'00. m,
3:4A56%A B#$A C#T%A4ABC
Design Calculation
Analyed /it+ Solidors Simulation Simulation o Assem bloc 001 inal /it+ load 5
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Stud Pro!ertiesStud name Study 1
Analsis t!e Static
"esh t!e Solid Mes+
Thermal (ffect: n
Thermal o!tion Include temperature loads
<ero strain tem!erature 2*( 6elvin
#nclude fluid !ressure effects from Solidorks
3low Simulation
Sol=er t!e &&7!lus
#n!lane (ffect:
Soft S!ring:
#nertial %elief:
#ncom!atible bonding o!tions Automatic
8arge dis!lacement
Com!ute free bod forces n
3riction
6se Ada!ti=e "ethod:
%esult folder Solidors document 8&9:A6#,A BINA )I;,A:AB)
Desin )alculation !ro<ect:&M): bloc 001=
6nits
6nit sstem: SI 8M6S=
8ength&Dis!lacement mm
Tem!erature 6elvin
Angular =elocit ,ad3sec
Pressure&Stress N3m>2
Analyed /it+ Solidors Simulation Simulation o Assem bloc 001 inal /it+ load "
8/19/2019 Assem v Block 001 Final With Load-Study 1-1
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PT Akura Bina Citra Andi Setyo B0431132015
"aterial Pro!erties
"odel %eference Pro!erties Com!onents$ame: AS;M A-" Steel
"odel t!e: %inear 7lastic IsotropicDefault failure
criterion:
Ma' von Mises Stress
>ield strength: 2.5e?00( N3m>2Tensile strength: 4e?00( N3m>2(lastic modulus: 2e?011 N3m>2
Poisson?s ratio: 0.2""ass densit: $(50 3m>-
Shear modulus: $.*-e?010 N3m>2
SolidBody 18Boss@7'trude2=
8Bolt 0$5 inc+@1=
SolidBody 18Boss@7'trude2=
8Bolt 0$5 inc+@2=
SolidBody 18Boss@7'trude2=
8Bolt 0$5 inc+@-=
SolidBody 18Boss@7'trude2=
8Bolt 0$5 inc+@4=
SolidBody 18)+amer2=86ey
Nut@1=
SolidBody 18)+amer2=86eyNut@5=
SolidBody 18)+amer2=86ey
Nut@"=
SolidBody 18)+amer2=86ey
Nut@$=
SolidBody 18&illet1=8 bloc@
1=
SolidBody 18&illet1=8 bloc@
2=
SolidBody 18)ut@7'trude2=
8base plate v01@1=
SolidBody 18)ut@7'trude-=8main s+at carryin bloc@
1=
SolidBody 18)ut@7'trude-=
8main s+at carryin bloc@2=
Cur=e Data:$&A
Analyed /it+ Solidors Simulation Simulation o Assem bloc 001 inal /it+ load $
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8oads and 3i)tures
3i)ture name 3i)ture #mage 3i)ture Details
3i)ed'1
(ntities: 2 ace8s=T!e: &i'ed eometry
%esultant 3orces
Com!onents @ > < %esultant
%eaction force$ @0.540-14 55202* 1.42505 55202*
%eaction "oment$m 0 0 0 0
8oad name 8oad #mage 8oad Details
3orce'*
(ntities: 2 ace8s=T!e: Apply normal orce
Value: "5000
Connector DefinitionsNo Data
Analyed /it+ Solidors Simulation Simulation o Assem bloc 001 inal /it+ load (
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Contact #nformation
Contact Contact #mage Contact Pro!erties
lobal )ontact
T!e: BondedCom!onents: 1 component8s=
9!tions: Incompatible
mes+
Analyed /it+ Solidors Simulation Simulation o Assem bloc 001 inal /it+ load *
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"esh #nformation
"esh t!e Solid Mes+
"esher 6sed: Standard mes+
Automatic Transition:
#nclude "esh Auto 8oo!s:
acobian !oints 4 !oints
(lement SiEe 2$.-0* mm
Tolerance 1.-"545 mm
"esh Fualit Ci+
%emesh failed !arts with incom!atible mesh
"esh #nformation ' Details
Total $odes 2(-"4
Total (lements 15-$0
"a)imum As!ect %atio 2(.0*4
G of elements with As!ect %atio H , $1.5
G of elements with As!ect %atio I 10 1.2
G of distorted elementsacobian 0
Time to com!lete meshhhJmmJss: 00900915
Com!uter name: ANDIS7;B
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Sensor Details
No Data
%esultant 3orces
%eaction 3orces
Selection set 6nits Sum @ Sum > Sum < %esultant
7ntire Model N @0.540-14 55202* 1.42505 55202*
%eaction "omentsSelection set 6nits Sum @ Sum > Sum < %esultant
7ntire Model NEm 0 0 0 0
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BeamsNo Data
Stud %esults
$ame T!e "in "a)
Stress1 N9 von Mises Stress -$(*(.4 N3m>2
Node9 11"5
2.52101e?00( N3m>2
Node9 *40$
Assem V block 001 final with load'Stud 1'Stress'Stress1
$ame T!e "in "a)Displacement1 #,7S9 ,esultant Displacement 0 mm
Node9 111--
0.1-"$44 mm
Node9 4251
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