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Control of Extreme Loads on Structures Using Membrane Vibrations
The use of a membrane to mitigate the extreme pressure loads on the roof of a surface-mounted prism is investigated. The fluid-structure interaction problem is solved by coupling the unsteady Navier-Stokes equation with the membrane equation. The minimum number of membrane modes required for the solution is determined through a convergence study. The results show that this passive control technique can be used to reduce the extreme pressure coefficients by approximately 25%. This reduction is explained by investigating the effects of the membrane on the flow field.
Control of Extreme Loads on Structures Using Membrane Vibrations
The use of a membrane to mitigate the extreme pressure loads on the roof of a surface-mounted prism is investigated. The fluid-structure interaction problem is solved by coupling the unsteady Navier-Stokes equation with the membrane equation. The minimum number of membrane modes required for the solution is determined through a convergence study. The results show that this passive control technique can be used to reduce the extreme pressure coefficients by approximately 25%. This reduction is explained by investigating the effects of the membrane on the flow field.
Control of Extreme Loads on Structures Using Membrane Vibrations
Ben Ayed, Samah (author) / Ragab, Saad A. (author) / Hajj, Muhammad R. (author)
2014-09-12
Article (Journal)
Electronic Resource
Unknown
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