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AE4131 ABAQUS  Lecture Part I Patrick Roberts [email_address] x5-2773 Weber 201
Overview ,[object Object],[object Object],[object Object],[object Object],[object Object]
What is  ABAQUS ? ,[object Object],[object Object],[object Object]
What is  ABAQUS ? ,[object Object],[object Object],[object Object],[object Object]
Why learn  ABAQUS ? ,[object Object],[object Object],[object Object]
ABAQUS  documentation and online resources ,[object Object],[object Object],[object Object],[object Object],[object Object]
Solver Structure Standard Command line ABAQUS CAE
How to build a simple model ,[object Object],[object Object],[object Object],[object Object],[object Object]
Beam example 20,000 lbs Steel beam, Young’s modulus 30x10 6  lbs/in 2   Length 100 inches, width = 1 inch, height = 2 inches x, 1 y, 2
Beam example ,[object Object]
Sketch out your FEA model 20,000 lbs x, 1 y, 2 1 2 3 4 5 6 1 2 3 4 5 Nodes Elements
[object Object],[object Object],[object Object],Pick your elements
Simple Input file ( Model  data) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Simple Input file ( History  Section) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
To run  ABAQUS ,[object Object],[object Object],Use the Input File filename WITHOUT the file extension (.inp)
The results ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
A truss problem 200 lbs 100 lbs x, 1 y, 2 Steel truss segments, Young’s modulus 30x10 6  lbs/in 2   Diameter of each truss is 1 inch 20 in. 20 in.
Beam example ,[object Object]
Sketch out your FEA model x, 1 y, 2 Steel truss segments, Young’s modulus 30x10 6  lbs/in 2   Diameter of each truss is 1 inch 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
[object Object],[object Object],Pick your elements
Modal  Section ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],8, 9, 10 9, 10, 11 10, 11, 12 11, 1, 8 12, 2, 9 13, 3, 10 14, 4, 11 15, 5, 12 16, 6, 12 17, 2, 8 18, 3, 9 19, 4, 10 20, 5, 11 *SOLID SECTION, ELSET=BEAM, MATERIAL=STEEL 1., *MATERIAL, NAME=STEEL *ELASTIC 30.E6, *BOUNDARY FIXED, ENCASTRE
History  Section ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Looking at the  results  files ,[object Object]
Models with continuum elements ,[object Object],[object Object],[object Object]
Continuum Elements
3D Cantilever Beam Model data ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],** Create nodes for beam ** *NGEN,NSET=FIX1 1,1601,200 *NGEN,NSET=FIX2 8001,9601,200 *NFILL,NSET=FIX FIX1,FIX2,4,2000 *NGEN,NSET=END1 193,1793,200 *NGEN,NSET=END2 8193,9793,200 *NFILL,NSET=END END1,END2,4,2000 *NFILL,NSET=CBEAM FIX,END,192,1 ** *NSET, NSET=SENSOR 8993
Model section (cont.) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Student Accounts ,[object Object],[object Object],[object Object]

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ABAQUS Lecture Part I

  • 1. AE4131 ABAQUS Lecture Part I Patrick Roberts [email_address] x5-2773 Weber 201
  • 2.
  • 3.
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  • 7. Solver Structure Standard Command line ABAQUS CAE
  • 8.
  • 9. Beam example 20,000 lbs Steel beam, Young’s modulus 30x10 6 lbs/in 2 Length 100 inches, width = 1 inch, height = 2 inches x, 1 y, 2
  • 10.
  • 11. Sketch out your FEA model 20,000 lbs x, 1 y, 2 1 2 3 4 5 6 1 2 3 4 5 Nodes Elements
  • 12.
  • 13.
  • 14.
  • 15.
  • 16.
  • 17. A truss problem 200 lbs 100 lbs x, 1 y, 2 Steel truss segments, Young’s modulus 30x10 6 lbs/in 2 Diameter of each truss is 1 inch 20 in. 20 in.
  • 18.
  • 19. Sketch out your FEA model x, 1 y, 2 Steel truss segments, Young’s modulus 30x10 6 lbs/in 2 Diameter of each truss is 1 inch 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
  • 20.
  • 21.
  • 22.
  • 23.
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  • 27.
  • 28.