[참조]

Abaqus FEA, Structural System Lab, 2022
https://www.dropbox.com/s/tsk1ibfd97ey0ws/Abaqus.pdf?dl=0
 
(1) Part
(2) Property
(3) Assembly
(4) Step
(5) Interaction ~건너 뜀
(6) Load
(7) Mesh
(8) Job
(9) Visualization

 

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(1) Part
.Create Part: Truss_2D | 2D Planar | Deformable | Wire | 50 | Continue

 

  

 

.Create lines: Connected tool: 1st point → 2nd point
.Add Dimension tool: 1st point → 2nd point

 

 

(2) Property
.Create Material: Steel | Elastic | 2e11 | 0.3

 

   

 

.Create Section: Truss_Section | Beam | Truss
.Edit Section: Steel | 0.005

 

 

 

.Assign Section: Truss_Section

 

 

(3) Assembly
.Create Instance(~실체): Parts | Truss_2D | Mesh on Instance

 

 

(4) Step
.Create Step: General | Static, General

 

    

 

(5) Interaction

.해당사항 없으므로 건너 뜀

(6) Load
.Create Boundary Condition: ~"Shift" 버튼을 사용한 다중 선택

  

 

.Create Load: 1e5 | 2e5

 

    

 

(7) Mesh
.Seed Edges

 

 

 

.Mesh Instance

 

 

 

.Assign Element Type

 

 

 

(8) Job
.Create Job: TrussAnalysis | 

 

 

 

.Job Manager: Submit ~inp(input)파일과 odb(output db) 파일이 생성됨

 

 

(9) Visualization
.Plot Contours on Deformed Shape: Primary | U | U2

 

 

 

.Create XY Data: tims vs U2
.Rename: Displacement

 

     

 

.Create XY Data: tims vs RF2 ~sum(두 지점 반력의 합)
.Rename: Force

 

   

   

 

.Create XY Data: Displacement vs Force ~combine(Displacement, Force)
.Rename: Force