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Problem:
For the simple bar shown in the figure determine the displacements, stress
and the reaction. The cross section of the bar is 500mm2, length is 1000mm,
and the Young’s Modulus is E = 2X105 N/mm2. Take load P = 1000N.
Results:
Deformation at fixed end = 0
Deformation at mid section = 0.005mm
Deformation at free end where the load is acting = 0.01mm
Stress in the Bar = σ = 2 N/mm2
Reaction Force = R1 = -1000N
The window above shows the input that is used in preprocessor and solution
part. Make sure that the data given above are correct and then press OK.
-1000N-1000NReaction
2 N/mm22 N/mm2Stress
0.01mm0.01mmDeformation
TheoreticalAnsys
Comparison between Ansys and Theoretical results

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1. 1 d bar element axial

  • 1. Problem: For the simple bar shown in the figure determine the displacements, stress and the reaction. The cross section of the bar is 500mm2, length is 1000mm, and the Young’s Modulus is E = 2X105 N/mm2. Take load P = 1000N. Results: Deformation at fixed end = 0 Deformation at mid section = 0.005mm Deformation at free end where the load is acting = 0.01mm Stress in the Bar = σ = 2 N/mm2 Reaction Force = R1 = -1000N
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  • 44. The window above shows the input that is used in preprocessor and solution part. Make sure that the data given above are correct and then press OK.
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