nmk321
Bioengineer
- Apr 28, 2008
- 9
I am reading an interesting book entitled <i>Building better products with finite element analysis.</i> In the chapter about boundary conditions, the authors discuss what would be appropriate boundary conditions applied to a simple chair seat where the legs meet the seat, such that the model is not over- nor under-constrained, when simulating a uniform static load applied to the surface of the seat (i.e., a person sitting on the seat). Each chair leg connection patch on the seat is represented by a number, from 1-4, as depicted below.
_____________
| |
| (1) (2) |
|//////////////////|
|//////SEAT//////|
|//////////////////|
| (3) (4) |
|_____________|
The authors state that the following boundary conditions at the specified locations would be ideal, as the possibility of rigid body translation and rotation is eliminated, while the bending of the seat is still allowed by in-plane translation:
Location 1: Constraining all three translational DOFs.
Location 2: Constraining x and y translations.
Location 3: Constraining z and y translations.
Location 4: Constraining y translations.
I am new to finite element analysis, and am trying to justify to myself these boundary conditions. I can't quite figure this out yet, as I don't yet have a firm grasp on the principles of boundary conditions. I don't understand why all three translational DOFs at leg 1 have to be constrained. Why wouldn't just a y translational constraint suffice instead? Any insights into this problem I would greatly appreciate.
Thank you,
Nathan
_____________
| |
| (1) (2) |
|//////////////////|
|//////SEAT//////|
|//////////////////|
| (3) (4) |
|_____________|
The authors state that the following boundary conditions at the specified locations would be ideal, as the possibility of rigid body translation and rotation is eliminated, while the bending of the seat is still allowed by in-plane translation:
Location 1: Constraining all three translational DOFs.
Location 2: Constraining x and y translations.
Location 3: Constraining z and y translations.
Location 4: Constraining y translations.
I am new to finite element analysis, and am trying to justify to myself these boundary conditions. I can't quite figure this out yet, as I don't yet have a firm grasp on the principles of boundary conditions. I don't understand why all three translational DOFs at leg 1 have to be constrained. Why wouldn't just a y translational constraint suffice instead? Any insights into this problem I would greatly appreciate.
Thank you,
Nathan