Conversion of Blast Loads to Static Procedure
Conversion of Blast Loads to Static Procedure
(OP)
Hi All, I have a small DOD project that requires the door frames be anchored to the wall to withstand blast loads. I was given the following:
blast load from charge weight II is 2.24 psi with an impulse of 14.5 psi/msec. Is there any way to convert that to a static load for design?
blast load from charge weight II is 2.24 psi with an impulse of 14.5 psi/msec. Is there any way to convert that to a static load for design?






RE: Conversion of Blast Loads to Static Procedure
Link
Link
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Conversion of Blast Loads to Static Procedure
Are you Canadian? Contact CERL; They will happily help you do this for a nominal cost. I used to work there; Let me know if you want a name to go to... Don't really want to post such contact info publicly.