anastasia
anastasia

Reputation: 1

export thermal loads from Abaqus

I solve structural analysis and apply only temperature in nodes. I'd like to export global load vector from Abaqus. File inp looks like this:

**  Abaqus/fromAnsys 6.17-1
** 
**  reading Ansys data from: C:\temp\file1.cdb
**    creating Abaqus input: C:\temp\file1.inp
**   writing diagnostics to: C:\temp\file1.log
** 
**  Ansys Commands processed:
**       command   number
**  ------------   ------
**          ACEL        1
**        ANTYPE        1
**            BF        1
**         CGLOC        1
**       CGOMEGA        1
**        DCGOMG        1
**        DOMEGA        1
**        EBLOCK        1
**            ET        1
**         EQSLV        1
**        MPTEMP       13
**        MPDATA       13
**        NBLOCK        1
**         OMEGA        1
**          *SET       35
**          TIME        1
**  Ansys Commands NOT processed:
**       command   number
**  ------------   ------
**        ALPHAD        1
**         BETAD        1
**        BFUNIF        1
**        CRPLIM        2
**        DMPRAT        1
**           DOF        1
**         *ELSE        1
**        *ENDIF        1
**         ERESX        1
**        EXTOPT        3
**        FINISH        1
**           /GO        1
**           *IF        1
**          IRLF        1
**          KUSE        1
**             N        2
**          NCNV        1
**         NEQIT        1
**         /NOPR        1
**        NUMOFF        5
**        /PREP7        1
**       SECTYPE        1
**        /TITLE        1
**          TREF        1
** 
*Heading
** Job name: Job-1 Model name: file1
** Generated by: Abaqus/CAE 2017
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=PART-1
*Node
      1,           0.,           0.,           0.
      2,           1.,           0.,           0.
      3,           1.,           1.,           0.
      4,           0.,           1.,           0.
*Element, type=S4R
1, 1, 2, 3, 4
*Elset, elset=ES2_M1_E1_R1
 1,
** Section: Section-1-ES2_M1_E1_R1
*Shell Section, elset=ES2_M1_E1_R1, material=MATERIAL-1
0.0001, 3
*End Part
**  
**
** ASSEMBLY
**
*Assembly, name=Assembly
**  
*Instance, name=PART-1-1, part=PART-1
*End Instance
**  
*Nset, nset=Set-1, instance=PART-1-1, generate
 1,  4,  1
*End Assembly
** 
** MATERIALS
** 
**  ---------------------------------------------------
**  ---- *MATERIAL ------------------------------------
**  ---------------------------------------------------
** 
*Material, name=MATERIAL-1
*Elastic, type=ENGINEERING CONSTANTS
  1.039e+11, 9.62e+09, 9.62e+09,     0.25,     0.25,     0.33, 6.88e+09, 6.88e+09
 4.48e+09,      30.
 1.1039e+12, 9.62e+09, 9.62e+09,     0.25,     0.25,     0.33, 8.88e+09, 8.88e+09
 6.48e+09,      60.
*Expansion, type=ORTHO, zero=20.
 0.00016, 0.00016, 0.00015
** 
** PREDEFINED FIELDS
** 
** Name: Predefined Field-1   Type: Temperature
*Initial Conditions, type=TEMPERATURE
Set-1, 45.

I know, that it's necessary to add follow lines into the inp file for gravity force which defined in STEP. It's only example.

The first part is used for export Global Stiffness Matrix. The second part is used for export Global Load Vector. But what about thermal loads in structural analysis?... Thanks for your time.

** Output Global Stiffness Matrix
*Step, name=Global_Stiffness_Matrix
*MATRIX GENERATE, STIFFNESS
*MATRIX OUTPUT, STIFFNESS, FORMAT=COORDINATE
*End Step

*STEP
*MATRIX GENERATE,  STIFFNESS, LOAD
*MATRIX OUTPUT, STIFFNESS, LOAD, FORMAT=MATRIX INPUT
** 
** LOADS
** 
** Name: GRAVITY-1   Type: Gravity
*Dload
, GRAV, 10., 0., -1., 0.
*END STEP

Upvotes: 0

Views: 122

Answers (1)

Mike
Mike

Reputation: 191

The load vector for the axial element has the contribution due to the springs and temperature in the form of

enter image description here

After incorporating the spring contribution into the stiffness matrix, you are left only with the thermo-mechanical load in the load vector. Thus, in the case of temperature load only, your load vector should contain thermal loads.

Upvotes: 0

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