Design Analysis Utilizarea modului de analiza dinamicaProject Title Here Analiza modala a unei structuri de bare

Created by

Author:  IGNA CIPRIANDepartment:  AR 817Created Date: 30.11.2014

Reviewed by

Reviewer:  Department:  AR 817Model Created Date:

30.11.2014

Reviewer Comments:

 

Executive Summary

This is where to put your Executive summary. So, replace this text with your overall Project Description.

Summary

Model Information

Analysis Type - Natural Frequency (Modal)Units - Custom - (N, mm, s, °C, K, V, ohm, A, J)Model location - C:\Users\W7\Desktop\grinda cu zabrele.femDesign scenario description - Design Scenario # 2

Analysis Parameters Information

Processor Information

Number of Frequencies To Calculate 5  

Cutoff Frequency 0 cycles/s

Frequency Shift 0 cycles/s

Expected Rigid Body Modes 0  

Maximum Number of Iterations 32  

Number of Vectors in Subspace Iteration 0  

Orthogonality Check Printout None  

Convergence Value for Eigenvalue  

Avoid Sturn Sequence Check No  

Avoid Bandwidth Minimization No  

Stop After Stiffness Calculations No  

Attempt to Run Despite Errors No  

Do Not Save Restart Files No  

Displacement Data in Output File No  

Equation Numbers Data in Output File No  

Matrices in Output File No  

Element Input Data in Output File No  

Nodal Input Data in Output File No  

Part Information

Part ID Part Name Element Type Material Name

1 Part 1 Truss [Customer Defined] (Part1)

Element Information

Element Properties used for:

Part 1

Element Type Truss

Cross-Sectional Area 0.1 mm²

Stress Free Reference Temperature 0 °C

Material Information

[Customer Defined] (Part1) -Truss

Material Model Standard  

Material Source Not Applicable  

Material Source File  

Date Last Updated 2014/12/01-11:42:07  

Material DescriptionFrom Library "Autodesk Simulation Material Library" Material "Steel (ASTM - A36)" Structural Steel  

Mass Density 8.29e-005 kg/mm³

Modulus of Elasticity 206070000000 N/mm²

Thermal Coefficient of Expansion 1.29e-005 1/°C

Yield Strength 248.211262539525 N/mm²

Ultimate Strength 399.895922980346 N/mm²

Loads

FEA Object Group 8: Nodal Weights

Nodal Weight

ID DescriptionVertex

NumberNode

NumberWx Wy Wz Mx My Mz

Use Mass Units

1 Unnamed 17 70.000000 (N)

-2800.000000 (N)

0.000000 (N)

0.000000 (N*m^2)

0.000000 (N*m^2)

0.000000 (N*m^2)

No

FEA Object Group 9: Nodal Weights

Nodal Weight

ID DescriptionVertex

NumberNode

NumberWx Wy Wz Mx My Mz

Use Mass Units

2 Unnamed 15 60.000000 (N)

-2100.000000 (N)

0.000000 (N)

0.000000 (N*m^2)

0.000000 (N*m^2)

0.000000 (N*m^2)

No

FEA Object Group 10: Nodal Weights

Nodal Weight

ID DescriptionVertex

NumberNode

NumberWx Wy Wz Mx My Mz

Use Mass Units

3 Unnamed 14 52800.000000 (N)

0.000000 (N)

0.000000 (N)

0.000000 (N*m^2)

0.000000 (N*m^2)

0.000000 (N*m^2)

No

FEA Object Group 11: Nodal Weights

Nodal Weight

ID DescriptionVertex

NumberNode

NumberWx Wy Wz Mx My Mz

Use Mass Units

4 Unnamed 8 20.000000 (N)

3600.000000 (N)

0.000000 (N)

0.000000 (N*m^2)

0.000000 (N*m^2)

0.000000 (N*m^2)

No

Constraints

FEA Object Group 1: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

1 Unnamed 7 1 Yes Yes Yes Yes Yes No

FEA Object Group 2: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

2 Unnamed 12 4 No Yes Yes Yes Yes No

FEA Object Group 3: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

6 Unnamed 15 6 No No Yes No No No

3 Unnamed 8 2 No No Yes No No No

5 Unnamed 14 5 No No Yes No No No

4 Unnamed 10 3 No No Yes No No No

7 Unnamed 17 7 No No Yes No No No

FEA Object Group 12: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

8 Unnamed 7 1 Yes Yes Yes Yes Yes No

FEA Object Group 13: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

9 Unnamed 12 4 No Yes Yes Yes Yes No

FEA Object Group 14: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

11 Unnamed 10 3 No No Yes No No No

10 Unnamed 14 5 No No Yes No No No

14 Unnamed 15 6 No No Yes No No No

13 Unnamed 17 7 No No Yes No No No

12 Unnamed 8 2 No No Yes No No No

Results Presentation Images

No Results Images available.

Design Analysis Utilizarea modului de analiza dinamicaProject Title Here Analiza modala a unei structuri de bare

Created by

Author: IGNA CIPRIAN Department:  AR 817Created Date: 30.11.2014

Reviewed by

Reviewer:  Department:  AR 817Model Created Date:

30.11.2014

Reviewer Comments:

 

Executive Summary

This is where to put your Executive summary. So, replace this text with your overall Project Description.

Summary

Model Information

Analysis Type - Response SpectrumUnits - Custom - (N, mm, s, °C, K, V, ohm, A, J)Model location - C:\Users\W7\Desktop\grinda cu zabrele.femDesign scenario description - Design Scenario # 3

Analysis Parameters Information

Processor Information

Displacement Data in Output File No  

Stress Data in Output File No  

Title Response Spectrum  

Input Spectrum Type Displacement vs. Period  

Factor X 1  

Factor Y 1  

Factor Z 0  

Cluster 0  

Output Original Procedure  

Modal Effects No  

Generate Response Spectrum Yes  

Oscillation Frequency 15 cycles/s

Damping Ratio 0.05  

Scale Factor 1  

Period 0.000666666666667  

Amplitude 1.00009950985e-007  

Period 0.014492753623188  

Amplitude 4.9590267031579e-005  

Period 0.014785328404891  

Amplitude 5.1716716469696e-005  

Period 0.015089959373186  

Amplitude 5.39853609553e-005  

Period 0.015407407407407  

Amplitude 5.640939110915e-005  

Period 0.015738498789346  

Amplitude 5.900358972803e-005  

Period 0.016084132384782  

Amplitude 6.1784571923228e-005  

Period 0.016445287792536  

Amplitude 6.4771069264071e-005  

Period 0.016823034616629  

Amplitude 6.7984267524434e-005  

Period 0.017218543046358  

Amplitude 7.1448210082983e-005  

Period 0.017633095964734  

Amplitude 7.5190282206044e-005  

Period 0.018068102849201  

Amplitude 7.9241795591432e-005  

Period 0.018525115781974  

Amplitude 8.3638698012713e-005  

Period 0.019005847953216  

Amplitude 8.8422440152705e-005  

Period 0.019512195121951  

Amplitude 9.3641041426075e-005  

Period 0.020046260601388  

Amplitude 9.9350409727121e-005  

Period 0.020610384462941  

Amplitude 0.000105615987994186  

Period 0.021207177814029  

Amplitude 0.000112514825301196  

Period 0.021839563208736  

Amplitude 0.000120138204908288  

Period 0.022510822510823  

Amplitude 0.000128595010913942  

Period 0.023224653863332  

Amplitude 0.000138016085883728  

Period 0.023985239852399  

Amplitude 0.00014855993506292  

Period 0.02479732951836  

Amplitude 0.000160420285971775  

Period 0.025666337611056  

Amplitude 0.000173836243686942  

Period 0.026598465473146  

Amplitude 0.000189106139031965  

Period 0.0276008492569  

Amplitude 0.000206606729460212  

Period 0.028681742967457  

Amplitude 0.000226820321089322  

Period 0.029850746268657  

Amplitude 0.000250373888785051  

Period 0.031119090365051  

Amplitude 0.000278096853424593  

Period 0.0325  

Amplitude 0.00031110875242844  

Period 0.034009156311315  

Amplitude 0.000350956481147443  

Period 0.035665294924554  

Amplitude 0.000399837082102105  

Period 0.037490987743331  

Amplitude 0.000460975260746837  

Period 0.03951367781155  

Amplitude 0.000539296858230395  

Period 0.041767068273092  

Amplitude 0.000642708252539058  

Period 0.044293015332198  

Amplitude 0.000784725622338101  

Period 0.047144152311877  

Amplitude 0.000990453911158776  

Period 0.050387596899225  

Amplitude 0.00131215470349491  

Period 0.054110301768991  

Amplitude 0.00187827931320602  

Period 0.058426966292135  

Amplitude 0.00309808632683946  

Period 0.063492063492064  

Amplitude 0.00681499243695993  

Period 0.063795853269538  

Amplitude 0.00718164556471372  

Period 0.064102564102564  

Amplitude 0.00756478998159062  

Period 0.064412238325282  

Amplitude 0.00795928872606235  

Period 0.064724919093851  

Amplitude 0.0083572174522506  

Period 0.065040650406504  

Amplitude 0.00874734960862999  

Period 0.065359477124183  

Amplitude 0.00911498637576716  

Period 0.06568144499179  

Amplitude 0.00944245360714757  

Period 0.066006600660066  

Amplitude 0.00971056408683022  

Period 0.066334991708126  

Amplitude 0.00990111112168788  

Period 0.066666666666667  

Amplitude 0.01  

Period 0.067001675041876  

Amplitude 0.0100001246898321  

Period 0.067340067340067  

Amplitude 0.00990292699456881  

Period 0.067681895093063  

Amplitude 0.00971799372822314  

Period 0.068027210884354  

Amplitude 0.00946087766078477  

Period 0.068376068376068  

Amplitude 0.00915003059099814  

Period 0.06872852233677  

Amplitude 0.00880389144757416  

Period 0.069084628670121  

Amplitude 0.00843881837760111  

Period 0.069444444444444  

Amplitude 0.00806804299569418  

Period 0.069808027923211  

Amplitude 0.00770146132320297  

Period 0.070175438596491  

Amplitude 0.00734594449379398  

Period 0.072681704260652  

Amplitude 0.00545634602765964  

Period 0.075373619233268  

Amplitude 0.00425581460474085  

Period 0.078272604588394  

Amplitude 0.00347858547532974  

Period 0.08140350877193  

Amplitude 0.00294701306138441  

Period 0.084795321637427  

Amplitude 0.00256483985973703  

Period 0.088482074752098  

Amplitude 0.00227877532629789  

Period 0.092503987240829  

Amplitude 0.00205769825179053  

Period 0.096908939014202  

Amplitude 0.00188244488709942  

Period 0.101754385964912  

Amplitude 0.00174065246750094  

Period 0.107109879963066  

Amplitude 0.00162402288317855  

Period 0.113060428849903  

Amplitude 0.00152679573734124  

Period 0.119711042311662  

Amplitude 0.00144485627457317  

Period 0.12719298245614  

Amplitude 0.00137519262425397  

Period 0.135672514619883  

Amplitude 0.00131555360530386  

Period 0.145363408521303  

Amplitude 0.00126422614038759  

Period 0.156545209176788  

Amplitude 0.00121988644814552  

Period 0.169590643274854  

Amplitude 0.00118149812935063  

Period 0.185007974481659  

Amplitude 0.00114824086932262  

Period 0.203508771929825  

Amplitude 0.00111945961749268  

Period 0.226120857699805  

Amplitude 0.00109462776632399  

Period 0.254385964912281  

Amplitude 0.00107332009592967  

Period 0.290726817042607  

Amplitude 0.00105519266083726  

Period 0.339181286549708  

Amplitude 0.00103996770186764  

Period 0.407017543859649  

Amplitude 0.00102742226142763  

Period 0.508771929824561  

Amplitude 0.00101737957953458  

Period 0.678362573099415  

Amplitude 0.00100970262080805  

Period 1.01754385964912  

Amplitude 0.00100428927337095  

Period 2.03508771929825  

Amplitude 0.00100106889716478  

Period 6.66666666666667  

Amplitude 0.00100009950985135  

Part Information

Part ID Part Name Element Type Material Name

1 Part 1 Truss [Customer Defined] (Part1)

Element Information

Element Properties used for:

Part 1

Element Type Truss

Cross-Sectional Area 0.1 mm²

Stress Free Reference Temperature 0 °C

Material Information

[Customer Defined] (Part1) -Truss

Material Model Standard  

Material Source Not Applicable  

Material Source File  

Date Last Updated 2014/12/01-11:42:07  

Material DescriptionFrom Library "Autodesk Simulation Material Library" Material "Steel (ASTM - A36)" Structural Steel  

Mass Density 8.29e-005 kg/mm³

Modulus of Elasticity 206070000000 N/mm²

Thermal Coefficient of Expansion 1.29e-005 1/°C

Yield Strength 248.211262539525 N/mm²

Ultimate Strength 399.895922980346 N/mm²

Loads

Load data was requested, but no loads were detected.

Constraints

FEA Object Group 1: Nodal General Constraints

Nodal General Constraint

ID Description Vertex Node Tx Ty Tz Rx Ry Rz

Number Number

1 Unnamed 7 1 Yes Yes Yes Yes Yes No

FEA Object Group 2: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

2 Unnamed 12 4 No Yes Yes Yes Yes No

FEA Object Group 3: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

3 Unnamed 8 2 No No Yes No No No

5 Unnamed 14 5 No No Yes No No No

4 Unnamed 10 3 No No Yes No No No

7 Unnamed 17 7 No No Yes No No No

6 Unnamed 15 6 No No Yes No No No

FEA Object Group 12: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

8 Unnamed 7 1 Yes Yes Yes Yes Yes No

FEA Object Group 13: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

9 Unnamed 12 4 No Yes Yes Yes Yes No

FEA Object Group 14: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

13 Unnamed 17 7 No No Yes No No No

10 Unnamed 14 5 No No Yes No No No

12 Unnamed 8 2 No No Yes No No No

11 Unnamed 10 3 No No Yes No No No

14 Unnamed 15 6 No No Yes No No No

Results Presentation Images

No Results Images available.

Design Analysis Utilizarea modului de analiza dinamicaProject Title Here Analiza modala a unei structuri de bareCreated by

Author: IGNA CIPRIAN Department:  AR 817Created Date: 30.11.2014

Reviewed by

Reviewer:  Department:  AR 817Model Created Date:

30.11.2014

Reviewer Comments:

 

Executive Summary

This is where to put your Executive summary. So, replace this text with your overall Project Description.

Summary

Model Information

Analysis Type - Frequency ResponseUnits - Custom - (N, mm, s, °C, K, V, ohm, A, J)Model location - C:\Users\W7\Desktop\grinda cu zabrele.femDesign scenario description - Design Scenario # 4

Analysis Parameters Information

Processor Information

Displacement Data in Output File No  

Stress Data in Output File No  

Loads of Same Frequency No  

Cluster Factor for Natural Frequencies 0  

Excited Nodes Set Index 1 Name Node Set 1

Node Number of Applied Excitation 7

Excitation Type Acceleration

Direction of Excitation X-direction

Index of Excitation Frequency Definition 1

Phase Shift of Applied Excitation 0°

Scaling Factor for Amplitudes 1

Excited Nodes Set Index 2

Name Node Set 1

Node Number of Applied Excitation 6

Excitation Type Acceleration

Direction of Excitation X-direction

Index of Excitation Frequency Definition 1

Phase Shift of Applied Excitation 0°

Scaling Factor for Amplitudes 1

Excited Nodes Set Index 3

Name Node Set 1

Node Number of Applied Excitation 5

Excitation Type Acceleration

Direction of Excitation X-direction

Index of Excitation Frequency Definition 1

Phase Shift of Applied Excitation 0°

Scaling Factor for Amplitudes 1

Include Natural Frequencies Yes  

Input Exciting Frequencies 1 Freq Index 1  

Frequencies 10

15

25

Input Damping Ratios

Frequency Damping Ratio

0cycles/s 0.01

30cycles/s 0.01

Input Amplitudes

Frequency Acceleration Force

0cycles/s 0 667.2

30cycles/s 0 667.2

Part Information

Part ID Part Name Element Type Material Name

1 Part 1 Truss [Customer Defined] (Part1)

Element Information

Element Properties used for:

Part 1

Element Type Truss

Cross-Sectional Area 0.1 mm²

Stress Free Reference Temperature 0 °C

Material Information

[Customer Defined] (Part1) -Truss

Material Model Standard  

Material Source Not Applicable  

Material Source File  

Date Last Updated 2014/12/01-11:42:07  

Material DescriptionFrom Library "Autodesk Simulation Material Library" Material "Steel (ASTM - A36)" Structural Steel  

Mass Density 8.29e-005 kg/mm³

Modulus of Elasticity 206070000000 N/mm²

Thermal Coefficient of Expansion 1.29e-005 1/°C

Yield Strength 248.211262539525 N/mm²

Ultimate Strength 399.895922980346 N/mm²

Loads

Load data was requested, but no loads were detected.

Constraints

FEA Object Group 1: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

1 Unnamed 7 1 Yes Yes Yes Yes Yes No

FEA Object Group 2: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

2 Unnamed 12 4 No Yes Yes Yes Yes No

FEA Object Group 3: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

3 Unnamed 8 2 No No Yes No No No

5 Unnamed 14 5 No No Yes No No No

4 Unnamed 10 3 No No Yes No No No

7 Unnamed 17 7 No No Yes No No No

6 Unnamed 15 6 No No Yes No No No

FEA Object Group 12: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

8 Unnamed 7 1 Yes Yes Yes Yes Yes No

FEA Object Group 13: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

9 Unnamed 12 4 No Yes Yes Yes Yes No

FEA Object Group 14: Nodal General Constraints

Nodal General Constraint

ID DescriptionVertex

NumberNode

NumberTx Ty Tz Rx Ry Rz

13 Unnamed 17 7 No No Yes No No No

10 Unnamed 14 5 No No Yes No No No

12 Unnamed 8 2 No No Yes No No No

11 Unnamed 10 3 No No Yes No No No

14 Unnamed 15 6 No No Yes No No No

Results Presentation Images

No Results Images available.