Von Mises Stress is considered to be a safe haven for design engineers. Using this information an engineer can say his design will fail, if the maximum value of von mises stress induced in the material is more than strength of the material. It works well for most cases, especially when the material is ductile in nature. In this article we will explore logical understanding of von mises stress and why it is used.
One of the most easy way to check when a material fails is a simple tension test. Here the material is pulled from both ends. When the material reaches the yield point (for ductile material) the material can be considered as failed. The simple tension test is a unidirectional test, this is shown in the first part of Fig 1. Now consider the situation in second part of Fig 1, an actual engineering problem with a complex loading condition. Can we say here also, that the material fails when the maximum normal stress value induced in the material is more than the yield point value? If you use such an assumption, you would be using a failure theory called ‘normal stress theory’. Many years of engineering experience has shown that normal stress theory doesn’t work in most of the cases. The most preferred failure theory used in industry is ‘Von Mises Stress’ based. We will explore what von mises stress is in the coming section.
The concept of von mises stress arises from the distortion energy failure theory. Distortion energy failure theory is comparison between 2 kinds of energies, 1) Distortion energy in the actual case 2) Distortion energy in a simple tension case at the time of failure. According to this theory, failure occurs when the distortion energy in actual case is more than the distortion energy in a simple tension case at the time of failure.
It is the energy required for shape deformation of a material. During pure distortion, the shape of the material changes, but volume does not change. This is illustrated in Fig 2.
Distortion energy required per unit volume, ud for a general 3 dimensional case is given in terms of principal stress values as : -
Distortion energy for simple tension case at the time of failure is given as :-
The above 2 quantities can be connected using distortion energy failure theory, so the condition of failure will be as follows.
The left hand side of the above equation is denoted as von mises stress.
So as a failure criterion, the engineer can check whether von mises stress induced in the material exceeds yield strength (for ductile material) of the material. So the failure condition can be simplified as
Distortion energy theory is the most preferred failure theory used in industry. It is clear from above discussions that whenever an engineer resorts to distortion energy theory he can use von mises stress as a failure criterion. Let’s see one example : suppose an engineer has to design a cantilever beam using mild steel as the material, with a load capacity of 10000 N. The materials properties of mild steel are also shown in the figure. The yield stress value of mild steel is 2.5×108 Pa. He wants to check whether his design will withstand the design load (refer Fig 3).
The following figure shows the von mises stress distribution obtained by FEA analysis of the beam (refer Fig 4).
One can note that von mises stress is at maximum towards the fixed end of the beam, and the value is 1.32×108 Pa. This is less than the yield point value of mild steel. So the design is safe. In short an engineer’s duty is to keep the maximum value of von mises stress induced in the material less than its strength.
That's all in this article. I hope you have learned about limited slip differential.
Thanks for reading!