Cussons Technology required IDAC to evaluate the design of the sway carriage assembly using finite element analysis (FEA). The analyses were carried out using the FEA software suite ANSYS Workbench.
The sway carriage assembly was supplied to idac in SolidWorks format. This was then transferred to the finite element (FE) module, Workbench Design Simulation (WBDS), where a FE model was prepared for analysis. A three-dimensional, linear structural analysis was considered for the study. 3D 8-noded solid-shell elements and 3D 20-node solid elements were used to mesh the sway carriage assembly geometry. The graphics to the left top and bottom illustrate the FE model.
Components of the sway carriage assembly were connected using standard ANSYS contact elements. All contact was specified to be linear bonded contact. The material used in this analysis was plain Carbon Steel and it was assumed to behave elastically and homogeneously for the purpose of the design evaluation.
Two loadcases were analysed at each of the two restraint scenarios. The structure was fully restrained at 8 points for both restraint scenarios. The graphic to the left shows the positions of the 8 restraint points for one of the scenarios.
The loadcases were as follows:
• Normal usage - a gravitational load was applied to model the self-weight of the structure and forces and moments were applied at the foot of the tow post.
• Emergency deceleration - again a gravitational load was applied to model the self- weight of the structure, and a force was applied at the foot of the tow post in order to model the deceleration.
In addition to the above analyses a modal analysis was also carried out for the model in its two restraint conditions. This was required to evaluate the minimum natural frequency of the sway girder. The modal analysis was performed with the corresponding constraints for each restraint condition and a gravitational load to model the self-weight of the structure.
The results requested for each load case were displacements and stresses of the main sway carriage structure and the minimum natural frequency from the modal analysis. The
graphics to the right show contour plots of total deformation and equivalent stresses.
It was concluded from the stress analysis of the sway carriage assembly that the current design, subjected to loading and restraint criteria specified by Cussons Technology Ltd, was unlikely to resonate or fail during its operation.
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