SOLIDWORKS Simulation – Comparison Between Solid and Beam Type Elements

by Ryan Dark

SOLIDWORKS Simulation Case Study

This case study compares SOLIDWORKS Simulation results on a model as analyzed by beam and solid element types.  Beam-type elements are defined be a single line representing the path of a beam with the cross sectional moment of inertia applied only as a theoretical calculation along that path.  Solid-type elements, in this case, are tetrahedrons that generate in place of all modeled geometry acting as a 1:1 representation.  Beam-type elements offer a speed improvement over solid-type elements but are often questioned for accuracy.

Let’s Setup

The setup is a 10 mm diameter body with uniform circular cross section fixed on one end.  On the other end it is loaded with 100 N as cantilever beam.  Data was collected for lengths between 20 mm and 400 mm (length-to-span ratios between 2:1 and 40:1).  From these studies, maximum displacement and maximum stress values were collected for comparison to analytical equations for cantilever beams.  Mesh element sizes used for the solid studies is set to 1.33 mm for all solid-element studies.

Simulation - Beam v Solid

Figure 1: Fixture and load setup on the test body.

For this study we used the following analytical equations:

Maximum DeflectionMax Deflection

Maximum Stress

Maximum Deflection

Where:

F = Applied Force = 100 N
L = Beam Length = variable
E = Modulus of Elasticity = 2.1*1011 N/m2
I = Cross section Moment of Inertia = 4.9087*10-10 m
r = Cross sectional radius = 5 mm

 

And The Results Are In

The results of the FEA testing and analytical calculations are shown below.

Deflection

Stress

The beam-element deflection results agree with the analytical solution within 5% for length-span ratios greater than 4:1 and accurate within 1% for ratios greater than 8:1.  The solid-element deflection results would agree with the beam deflection results.

The beam-element stress results are identical to the analytical solution (within < 0.5%) for all tested model lengths.  The solid-element stress results vary largely across the range of results but remain within 8% of the analytical solution.

Lastly, the solve times for the beam-element studies were < 0.01 seconds while the solid-element studies solved in 10 seconds.

Conclusion

Beam elements have dubious accuracy for deflection below length-span ratios of 8:1.  For stress calculations, beam stresses use the analytical calculation for stress so the results would be the same.  Solid elements show similar accuracies to beams for deflections but higher errors for stresses.  Reducing the solid-element mesh size would compensate for this error.  Solids can be trusted for length-span ratios of less than 8:1 where beam calculations and the analytical equations become invalid.

Beam elements, in this case, solve ~1000 times faster than solid elements.  For larger more complex beam structures, the inaccuracies from beam elements are offset by reduced design cycle and solve time.

Beam elements, in this case, solve ~1000 times faster than solid elements.  For larger more complex beam structures, the inaccuracies from beam elements are offset by reduced design cycle and solve time.

 

 

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