hi
what is the best way to model a cylindrical structure that will undergo SPL of 150db for 15 minutes?
i have a Ansys FEM modal analysis of the structure to 3000Hz.
i was thinking of working out the pressure from the 150db SPL and applying this to the external
surfaces of the structure and performing a response spectrum analysis to determine peak stresses.
for example, 150db, Pref=2e-5, so 150=20log(Prms/2e-5)
-> Prms = 632Pa
-> P=632 x sqrt(2) = 893Pa, is the pressure i would use.
does this seem sensible?
is there another better way of doing this?
also without doing a time domain transient type analysis what is the best way of
accounting for the 15 minutes duration?
the other option i was thinking was a fluid-structure analysis, with the fluid elements surrounding the structure and applying the 150db to the fluid & seeing what the response of the structure was.
but again i'm not sure how to 'apply the 150db load' to the fluid?
anyway might be an interesting discussion!
thanks!
jas
what is the best way to model a cylindrical structure that will undergo SPL of 150db for 15 minutes?
i have a Ansys FEM modal analysis of the structure to 3000Hz.
i was thinking of working out the pressure from the 150db SPL and applying this to the external
surfaces of the structure and performing a response spectrum analysis to determine peak stresses.
for example, 150db, Pref=2e-5, so 150=20log(Prms/2e-5)
-> Prms = 632Pa
-> P=632 x sqrt(2) = 893Pa, is the pressure i would use.
does this seem sensible?
is there another better way of doing this?
also without doing a time domain transient type analysis what is the best way of
accounting for the 15 minutes duration?
the other option i was thinking was a fluid-structure analysis, with the fluid elements surrounding the structure and applying the 150db to the fluid & seeing what the response of the structure was.
but again i'm not sure how to 'apply the 150db load' to the fluid?
anyway might be an interesting discussion!
thanks!
jas