documents.tips_biela-catia.docx

8/17/2019 documents.tips_biela-catia.docx

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Biela CATIA

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Analiza statica

Analysis1

MESH:

Entity Size

Nodes 2006

Elements 7147

ELEMENT TYPE:

Connectivity Statistics

TE4 7147 ( 100.00 !

ELEMENT QUALITY:

Criterion Good Poor ad !orst Avera"e

"t#et$% 7147 ( 100.00 ! 0 ( 0.00 ! 0 ( 0.00 ! 0.317 0.623

As&e$t 'atio 7147 ( 100.00 ! 0 ( 0.00 ! 0 ( 0.00 ! 4.095 1.938

Materials#$

Material "teel

Yo%n"&s 'od%l%s 2e011N)m2

Poisson&s ratio 0.266

(ensity 7860*+)m3

Coe))icient o) t*er'al e+,ansion 1.17e,005)-de+

Yield stren"t* 2.5e008N)m2

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Static Case

o%ndary Conditions

i+/#e 1

ST-UCTU-E Co',%tation

N/me# o nodes 2006

N/me# o elements 7147

N/me# o ... 6018

N/me# o Conta$t #elations 0 N/me# o -inemati$ #elations 0

inea# tet#a%ed#on 7147

-EST-AINT Co',%tation

Name 'est#aints.1

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N/me# o "..C 564

L.A( Co',%tation

Name oads.1

A&&lied load #es/ltant

0 . 000e000 N

y ,3 . 097e,001 N

,1 . 200e004 N

: 2 . 779e001 Nm

:y 1 . 229e,001 Nm: 2 . 130e,001 Nm

STI//NESS Co',%tation

N/me# o lines 6018

N/me# o $oei$ients 107517

N/me# o lo$*s 1

:aim/m n/me# o $oei$ients &e# lo$ 107517

Total mat#i sie 1 . 25 :

SINGULA-ITY Co',%tation

'est#aint 'est#aints.1

N/me# o lo$al sin+/la#ities 0

N/me# o sin+/la#ities in t#anslation 0

N/me# o sin+/la#ities in #otation 0

;ene#ated $onst#aint ty&e :C

C.NST-AINT Co',%tation

'est#aint 'est#aints.1

N/me# o $onst#aints 564

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N/me# o a$to#ied $onst#aints 564


N/me# o dee##ed $onst#aints 0

/ACT.-I0E( Co',%tation

:et%od "A'"E

N/me# o a$to#ied de+#ees 5454

N/me# o s/&e#nodes 722

N/me# o o


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1.9754e008 T 875 7.4281e000 1.9976e001 1.2095e002

2.1718e008 T 875 7.4281e000 1.9976e001 1.2095e002

2.7844e008 Ty 873 7.9089e000 4.0921e001 1.0170e002

3.4379e008 T 792 1.4856e001 4.2260e001 6.1621e001

3.4547e008 Ty 49 ,1.5000e001 1.9515e001 1.4440e002

3.5707e008 Ty 655 ,9.2063e,001 ,2.3830e001 2.6618e002

3.5927e008 Ty 69 5.0000e000 5.4692e001 6.1621e001

T#anslational &i


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(N! ,1.2000e004 1.2000e004 ,1.4552e,010 1.6641e,013

: (Nm! 2.7787e001 ,2.7787e001 8.1783e,012 3.1269e,014

:y (Nm! 1.2295e,001 ,1.2295e,001 1.3275e,012 5.0756e,015

: (Nm! 2.1303e,001 ,2.1303e,001 ,8.8302e,013 3.3761e,015

Static Case Sol%tion#$ 4 (e)or'ed 'es*#$

i+/#e 2

n deo#med mes% ,,,, n o/nda#y ,,,,


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i+/#e 3

3 elements Com&onents All



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Analiza dina'ica

Analysis1

:E"

Entity Size

Nodes 1202

Elements 4350

EE:ENT TE

Connectivity Statistics

TE4 4350 ( 100.00 !

EE:ENT DAIT

Criterion Good Poor ad !orst Avera"e

"t#et$% 4350 ( 100.00 ! 0 ( 0.00 ! 0 ( 0.00 ! 0.317 0.612

As&e$t 'atio 4350 ( 100.00 ! 0 ( 0.00 ! 0 ( 0.00 ! 4.095 1.992

:ate#ials.1

Material "teel

Yo%n"&s 'od%l%s 2e011N)m2

Poisson&s ratio 0.266

(ensity 7860*+)m3

Coe))icient o) t*er'al e+,ansion 1.17e,005)-de+

Yield stren"t* 2.5e008N)m2

#ee #e@/en$y Case

Bo/nda#y Conditions

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i+/#e 1

"T'DCTD'E Com&/tation

N/me# o nodes 1202 N/me# o elements 4350

N/me# o ... 3606

N/me# o Conta$t #elations 0

N/me# o -inemati$ #elations 0

inea# tet#a%ed#on 4350

"T'DCTD'A :A"" Com&/tation

Name "t#/$t/#al:ass"et.1

N/me# o lines 3606


N/me# o lo$*s 1



"t#/$t/#al mass 2.725e000 *+

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Ine#tia $ente# $oo#dinates

+ 2 . 218e,003 mm

+ 2 . 011e,003 mm

F+ 7 . 761e001 mm

Ine#tia tenso# at o#i+in *+m2

2.970e,002 ,1.949e,007 ,2.125e,006

,1.949e,007 2.736e,002 1.263e,006

,2.125e,006 1.263e,006 2.989e,003

Name Com&/ted :asses.1

N/me# o lines 3606

N/me# o $oei$ients 3606 N/me# o lo$*s 1



Additionnal mass 0.000e000 *+


+ 0 . 000e000 mm

+ 0 . 000e000 mm

F+ 0 . 000e000 mm

Ine#tia tenso# at o#i+in *+m2

0. 0. 0.

0. 0. 0.

0. 0. 0.

"TINE"" Com&/tation

N/me# o lines 3606


N/me# o lo$*s 1



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"TINE"","IT Com&/tation

N/me# o lines 3606


N/me# o lo$*s 1



"IN;DA'IT Com&/tation

No 'est#aint

N/me# o lo$al sin+/la#ities 0

N/me# o sin+/la#ities in t#anslation 0

N/me# o sin+/la#ities in #otation 0;ene#ated $onst#aint ty&e :C

CN"T'AINT Com&/tation

No 'est#aint

N/me# o $onst#aints 0

N/me# o a$to#ied $onst#aints 0

N/me# o dee##ed $onst#aints 0

ACT'IFE Com&/tation

:et%od "A'"E N/me# o a$to#ied de+#ees 3606

N/me# o s/&e#nodes 527

N/me# o o


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:inim/m &i


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#e@/en$y #e@/en$y Case "ol/tion.1

:ass :asses.1

"t#/$t/#al mass is ta*en into a$$o/nt

Total mass 2.725e000 *+


+ 2 . 218e,003 mm

+ 2 . 011e,003 mm

F+ 7 . 761e001 mm

Ine#tia tenso# at ine#tia $ente# *+m2

1.329e,002 ,1.949e,007 ,1.656e,006

,1.949e,007 1.095e,002 1.688e,006

,1.656e,006 1.688e,006 2.989e,003

N/me# o $om&/ted modes 10

Bo/nda#y $ondition o# modes $om&/tation #ee

N/me# o ite#ations al#eady &e#o#med 0

Total N/me# o ite#ations &e#o#med 4

'elati


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9 4.2450e003 1.2322e,006

10 4.6456e003 1.9725e,005

:odal &a#ti$i&ation

Mode/re7%ency

Hz

T+

283

Ty

283

Tz

283

-+

283

-y

283

-z

283

1 0.0000e000 60.56 0.27 0.11 0.01 10.50 12.82

2 0.0000e000 2.83 2.22 1.35 3.35 19.05 38.48

3 3.5502e,004 0.00 5.98 44.13 17.95 1.61 5.77

4 5.8111e,004 1.33 19.21 50.43 12.26 0.60 0.13

5 8.2129e,004 33.30 5.11 2.58 1.09 7.37 38.19

6 9.2270e,004 1.98 67.21 1.40 10.09 0.91 4.61

7 2.2812e003 0.00 0.00 0.00 0.00 0.00 0.00

8 2.8061e003 0.00 0.00 0.00 0.00 0.00 0.00

9 4.2450e003 0.00 0.00 0.00 0.00 0.00 0.00

10 4.6456e003 0.00 0.00 0.00 0.00 0.00 0.00

Total $99#99 $99#99 $99#99 #;< 9#95 $99#99

#e@/en$y Case "ol/tion.1 , eo#med mes%.1

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Occurrence 1 - Frequency 0Hz

i+/#e 2



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Occurrence 2 - Frequency 0Hz

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Occurrence 3 - Frequency 0.000355024Hz

i+/#e 4



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