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ABAQUS Lecture Part I

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This document provides an overview of ABAQUS finite element analysis software. It discusses the different ABAQUS products, why ABAQUS is useful to learn, documentation resources, and how to build simple models. It also gives examples of modeling a cantilever beam and truss structure, showing the model definition, material properties, loads, and desired output.

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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.
  • 4.
  • 5.
  • 6.
  • 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.
  • 24.
  • 26.
  • 27.
  • 28.