So far we’ve only looked at 2D plane-stress scenarios, but in the real world stresses act in a 3D manner, with a general state-of-stress that looks like:
The full-blown transformation for this scenario is not within the scope of this course (phew…). But we will be looking at a simple 3D scenario: zero-stress in the 3rd direction:
So far we’ve only looked at 2D plane-stress scenarios, but in the real world stresses act in a 3D manner, with a general state-of-stress that looks like:
The full-blown transformation for this scenario is not within the scope of this course (phew…). But we will be looking at a simple 3D scenario: zero-stress in the 3rd direction:
In this case, all we have to do is to add a 3rd point of Z(0,0) in our existing 2D Mohr’s circle. We then draw our 3D Mohr’s circle which allows us to calculate our absolute maximum shear stress τabs-max.
Here’s some possible configurations of our 3D Mohr’s circle:
Doesn’t seem too difficult to draw does it? Let’s look at an example now.
In this case, all we have to do is to add a 3rd point of Z(0,0) in our existing 2D Mohr’s circle. We then draw our 3D Mohr’s circle which allows us to calculate our absolute maximum shear stress τabs-max.
Here’s some possible configurations of our 3D Mohr’s circle:
Doesn’t seem too difficult to draw does it? Let’s look at an example now.