ESPcomposites
Aerospace
- Jul 27, 2010
- 692
By default, most solvers seem to output element stresses and not stress at a node. In general, if I want to get a stress at a node, I would do it in the post processor.
But for what I am doing, I will not be using a post processor, but rather just reading the output into Excel. What would be some methods to extract the stress at a given point? Since it is a high stress gradient area (near a cutout), it has to be very accurate to be meaningful. In other words, I can't just use the direct element stresses.
Brian
But for what I am doing, I will not be using a post processor, but rather just reading the output into Excel. What would be some methods to extract the stress at a given point? Since it is a high stress gradient area (near a cutout), it has to be very accurate to be meaningful. In other words, I can't just use the direct element stresses.
Brian