TY - GEN
T1 - Sensitivity analysis of extreme pressure loads to inflow disturbance parameters
AU - Ben Ayed, S.
AU - Ragab, S. A.
AU - Hajj, M. R.
PY - 2012
Y1 - 2012
N2 - Inflow disturbances affect the pressure loads on structures significantly. For the assessment of extreme loads, their sensitivity to variations in the inflow parameters must be quantified. In this work, the sensitivities of peak loads on a surface mounted prism to variations in incident gust parameters are determined. A parallel two-dimensional Navier- Stokes code is used to compute the pressure coefficients on the surfaces of the prism at Re = 1000. Latin Hypercube Sampling is applied to obtain the inflow parameters com- binations. A non intrusive polynomial chaos expansion is then applied to determine the sensitivities. The results show that the gust destabilizes the separation shear layer, forces it to break down and moves it closer to the roof of the prism. As for the sensitivities, the results show that the front side wall and the first part of the roof are most sensitive to the streamwise amplitude of the disturbance while the top rear part and the leeward sides are most sensitive to the transverse amplitude of the disturbance.
AB - Inflow disturbances affect the pressure loads on structures significantly. For the assessment of extreme loads, their sensitivity to variations in the inflow parameters must be quantified. In this work, the sensitivities of peak loads on a surface mounted prism to variations in incident gust parameters are determined. A parallel two-dimensional Navier- Stokes code is used to compute the pressure coefficients on the surfaces of the prism at Re = 1000. Latin Hypercube Sampling is applied to obtain the inflow parameters com- binations. A non intrusive polynomial chaos expansion is then applied to determine the sensitivities. The results show that the gust destabilizes the separation shear layer, forces it to break down and moves it closer to the roof of the prism. As for the sensitivities, the results show that the front side wall and the first part of the roof are most sensitive to the streamwise amplitude of the disturbance while the top rear part and the leeward sides are most sensitive to the transverse amplitude of the disturbance.
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M3 - Conference contribution
AN - SCOPUS:84881451015
SN - 9781600869372
T3 - Collection of Technical Papers - AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
BT - 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
T2 - 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
Y2 - 23 April 2012 through 26 April 2012
ER -