Dynamic Engineering was asked to determine if a cyclone barrel was sufficiently strong enough without the use of an over centre clamp (which had failed). So the barrel had to be structurally strong enough to resist the impact forces associated with the air stream and ore particles (in accordance with AS3990). To ascertain this, a 3D model was created and analysed with Finite Element Analysis and CFD. By calculating a bulk density for the flow stream (which includes the air and the ore particles), the force acting on the plate was calculated. This force was then applied to the 3D model and FEA was used to evaluate the stresses and deflections.
Failed cyclone barrel clamp
Below the 3D flow through the barrel is shown:
Flow distribution inside barrel
The deflection is shown in the picture below:
FEA model of cyclone barrel
Our client was able to make significant monetary and time savings by using our expertise as opposed to using one of the larger engineering consulting companies.
Whether we operate as independent subcontractors or as part of our client’s team, we aim to exceed expectations and provide a quality service that will lead to a long term relationship with our clients. Contact us today to see how we can help you.