basic beam analysis exercise1-static 1-1

8/9/2019 Basic Beam Analysis Exercise1-Static 1-1

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Eutectic Metal

Simulation of Basicbeam analysis

exercise1

Date: November-09-14

Designer: Mahfuzul Haque

Study name: Static 1

Analysis type: Static

Table of ContentsDescription...........................................1ssumptions..........................................!Mo"el #nformation..................................!Stu"$ %roperties.....................................&'nits..................................................4Material %roperties.................................4(oa"s an" )i*tures..................................+,onnector Definitions..............................,ontact #nformation................................Mesh #nformation....................................

Sensor Details......................................../esultant )orces....................................eams.................................................9Stu"$ /esults.......................................10,onclusion..........................................1!

DescriptionNo Data

nal$ze" 2ith Soli"3ors Simulation Simulation of asic beam anal$sis e*ercise1 1


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Eutectic Metal Mahfuzul Haque095115!014

Assumptions

nal$ze" 2ith Soli"3ors Simulation Simulation of asic beam anal$sis e*ercise1 !


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Model Information



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Model name: Basic beam analysis exercise1

Current Configuration: Default

Beam Bodies:Document ame and

!eference"ormulation #roperties

Document #at$%Date

Modified

Beam&1'Boss&Extrude()

Beam * +niform C%S

Section Standard&CustomSection Area: ,1-..,/in0,

engt$:121-3mm

4olume:,-,(555e&223m0(

Mass Density:67/78g%m0(

Mass:2-216//7,8g

9eig$t:2-16,261

C:+sersMa$fu;ul

2. 1.:51:2, ,215

Beam&,'Boss&Extrude1)

Beam * +niform C%S

Section Standard&Custom

Section Area: ,1-..,/in0,

engt$:63-,mm

4olume:1-36/7(e&223m0(

Mass Density:67/78g%m0(

Mass:2-21(13768g

9eig$t:2-1,.2/(

C:+sersMa$fu;ul

2. 1.:51:2, ,215

Beam&('Boss&Extrude,) Section Standard&Custom

Section Area: ,1-..,/in0,

engt$:63-,mmC:+sersMa$fu;ul

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Study #ropertiesStudy name Static 1

Analysis type Static

Mes$ type eam Mesh

Sol>er type ))6%lus

Inplane Effect: 7ff

Soft Spring: 7ff

Inertial !elief: 7ff

Incompatible bonding options utomatic

arge displacement 7ff Compute free body forces 7n

!esult folder Soli"3ors "ocument 8,:'sers:Mahfuzul

Haque:Documents:;russ<

+nits

+nit system: S# 8M=S<

engt$%Displacement mm

Temperature =elvin

Angular >elocity /a"5sec

#ressure%Stress N5m>!

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Material #roperties

Model !eference #roperties Componentsame: 10!& ,arbon Steel

Sheet 8SS<Model type: (inear 6lastic #sotropic

Default failure

criterion:

Ma* von Mises Stress

?ield strengt$: !.!+e?00 N5m>!Tensile strengt$: 4.!+e?00 N5m>!Elastic modulus: !.0+e?011 N5m>!

#oisson@s ratio: 0.!9Mass density: + @5m>&

S$ear modulus: e?010 N5m>!T$ermal expansion

coefficient:

1.!e-00+ 5=elvin

Soli"o"$ 18oss-6*tru"e&<

8%art1e Data:%A

nal$ze" 2ith Soli"3ors Simulation Simulation of asic beam anal$sis e*ercise1


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oads and "ixtures

"ixture name "ixture Image "ixture Details

Immo>able&1

Entities: 1 Boint8s<Type: #mmovable 8No translation<

!eferenceeometry&1

Entities: & Boint8s<!eference: )ront %lane

Type: 'se reference @eometr$

Translation: ---A ---A 0!otation: ---A ---A ---

+nits: inA ra"

oad name oad Image oad Details

"orce&1

Entities: 1 plane8s


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Mes$ Information

Mes$ type eam Mesh

Mes$ Information & Details

Total odes 14

Total Elements 14&

Time to complete mes$'$$mmss): 000000

Computer name: MHH3=

Sensor DetailsNo Data



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!esultant "orces

!eaction "orcesSelection set +nits Sum Sum ? Sum !esultant

6ntire Mo"el N -1.1&4!e-0! +1&.4 !.9+!e-0&! +1&.4

!eaction Moments

Selection set +nits Sum Sum ? Sum !esultant

6ntire Mo"el N.m 0 0 0 1e-0&&



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Beams

Beam "orcesBeam

ameFoints Axial') S$ear1') S$ear,') Moment1'-m) Moment,'-m) Tor=ue'-m)

Beam&

1'Boss&

Extrude()

1&.&49e-

0!9

-1.!0!0&e-

0&!1.!&194 0.140& 0 &.04&1e-01

!

-

4.e-

0!

1.4&!!e-

0&1114.&1 -1+.! 0 -1.044e-01

Beam&

,'Boss&

Extrude1)

1 01.!&4e-

0!9+0.1 0.1+!4! 0 -+.!094e-01

! 0-1.!94&e-

0!9-+0.0+ !&.04+ -+.1&+e-0&1 -+.+e-019

Beam&

('Boss&

Extrude,)

1+.99e-

0!

.&01+&e-

0&0-111.&! 1+.+9+ 1.1+!e-0&0 !.0+++e-01

! 0!.0e-

0&0109.90 -!!.+ +.!+!1e-0&1 -+.411+e-01

Beam Stresses

Beam ame Foints Axial'%m0,)Bending

Dir1'%m0,)

Bending

Dir,'%m0,)

Torsional

'%m0,)

9orst

Case'%m0,)

Beam&1'Boss&

Extrude()

1 -1.!0&+e-0!4 -1.!+!9e?00 -1.+!!11e-0! 1.04+9e-009 1.!+!9e?00

! -!.!!!0e-0!! -1.0+091e?009 &.09&4e-0!-&.+9e-

010

1.0+091e?009

Beam&,'Boss&

Extrude1)

1 -!.41e-0! 1.!&&9e?00 &.!10!e-0!+-1.901e-

0091.!&&9e?00

! -&.++11e-0! -1.+41e?009 -&.999e-0!& -1.9+4&e-011 1.+41e?009

Beam&('Boss&

Extrude,)

1 -!.14e-0!! -1.04e?009 .9!!4e-0!& .019e-010 1.04e?009

! -4.!!+e-0! -1.++&e?009 -&.9&+&e-0!&-1.1+9e-

0091.++&e?009

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Study !esults

ame Type Min Max

Stress1 SE E Normal Stress -&.94&0+e-0! psi

6lement 101

1.+904e-0! psi

6lement +&

Basic beam analysis exercise1&Static 1&Stress&Stress1

ame Type Min Max

Displacement1 '/6S /esultant Displacement 0 in

No"e 10!

1.+!e?00 in

No"e 1

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ame Type Min Max

Basic beam analysis exercise1&Static 1&Displacement&Displacement1

ame TypeShear-Moment %lot1 Shear )orce in Dir1



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ame Type

Basic beam analysis exercise1&Static 1&S$ear&Moment #lot&S$ear&Moment #lot1

Conclusion

nal$ze" 2ith Soli"3ors Simulation Simulation of asic beam anal$sis e*ercise1 1+