FEA Distortion Plot Mining Lift Hook      

O’Donnell Consulting performed a failure analysis on a mining lift hook. A three dimensional finite element model consisting of over 75,000 elements and 120,00 nodes was constructed to evaluate the failure mode. The results determined that the hook failed by metal fatigue.

Related Projects
Structural Analysis of a Longwall Mining Relay Bar
Structural Assessment Of Mining Bulkhead Door

Similar Services
Failure Analysis Services
Industries Served

Resources
Murals of Projects

(877) 741-5500

Scroll to Top