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Small deflection of a cantilever beam simulation with CalculiX 2.15

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Small deflection of a cantilever beam simulation with CalculiX 2.15

​ This is a part of our undergraduate project titled 'Aeroelastic modelling of insect flight' carried out in the school of Mechanical sciences, Indian Institute of Technology Goa.

  • Authors: Nithin Adidela, Revanth Sharma, Y. Sudhakar

  • email: {nithin.adiela.16003,revanth.sharma.16003,sudhakar}@iitgoa.ac.in

The simulation is tested with CalculiX 2.15 in a machine running Ubuntu 18.04.

Highlights

  • l = 8 m

  • h = 1 m

  • t = 1 m

  • Number of elements 822

  • E = 210 GPa

  • ν = 0.3

  • Fy = 9 MN

Domain Description

The dimensions of the cantilever beam are length, l is 8 m. Height, h is 1 m. Thickness t is 1 m. Mesh element type is he20r which is a 3-D quadratic beam element. Elasticity Modulus of the material used is 210 GPa; Poisson’s ratio is 0.3;

Boundary Conditions

Degrees of freedom of the fixed end nodes are arrested along X, Y, and Z and the degree of freedom of all the nodes is arrested along the Z axis.

Concentrated Load of 10 N is applied after equally dividing it among the free-end nodes along the negative Y-axis. The domain is shown in the figure

Running the case

Pre-processing

$ cgx -b beam.fbd

Running

$ ccx beam | tee beam.log

Post-processing

$ cgx -v beam.frd

Outputs

To visualize the x-directional displacement,

$ ds 1 e 1

To visualize the y-directional displacement,

$ ds 1 e 2

To visualize the z-directional displacement,

$ ds 1 e 3

To visualize the σxx,

$ ds 2 e 1

To visualize the σyy,

$ ds 2 e 2

To visualize the σzz,

$ ds 2 e 3

To visualize the von-Mises stress,

$ ds 2 e 7

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Small deflection of a cantilever beam simulation with CalculiX 2.15

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