sift
Mechanical
- Jul 18, 2010
- 5
Hello-
I'm a novice abaqus user. I'm trying to model a plate that:
* is suspended vertically
* has holes across the top
* and one hole on the bottom
* cables run thru the upper holes, securing the plate
* a pin runs thru the bottom hole, applying the load.
* (imagine something like a crane, suspending a plate that a load is attached to).
I need to analyze stresses in the plate. These are bearing loads/constraints.
*LOADS: I've approximated the bearing load as a uniform pressure applied to half of the bottom hole
* BCs: I've held the upper half of the upper holes with encastre constraints.
My problem is this: I'm getting big stress concentrations at lateral sides of the constraint holes, at the boundaries of the partition.
Is there a better way to model bearing constraints and bearing loads?
I'm a novice abaqus user. I'm trying to model a plate that:
* is suspended vertically
* has holes across the top
* and one hole on the bottom
* cables run thru the upper holes, securing the plate
* a pin runs thru the bottom hole, applying the load.
* (imagine something like a crane, suspending a plate that a load is attached to).
I need to analyze stresses in the plate. These are bearing loads/constraints.
*LOADS: I've approximated the bearing load as a uniform pressure applied to half of the bottom hole
* BCs: I've held the upper half of the upper holes with encastre constraints.
My problem is this: I'm getting big stress concentrations at lateral sides of the constraint holes, at the boundaries of the partition.
Is there a better way to model bearing constraints and bearing loads?