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Numerical Analysis of Fluid-Structure Interaction between Wind Flow and Trees

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Academic year: 2017

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TABLE I. V ALUES  U SED IN  P RESENT  S TUDY
Fig. 3. Top view of computational grid used in flow simulation of present  study
Fig.  5  quantitatively  illustrates  the  vertical  velocity  profiles  that  develop  for  the  two  wind  conditions
Table 4 below summarizes the results obtained from the  structural  analysis  carried  out  in  ANSYS  Mechanical,  where  the  flexural  modulus  and  modulus  of  rupture  are  based on published data [ 13] (see Table 2).
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