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The lateral tank wall has been insulated with 60 mm of rock wool.
A mechanical model, which takes into account the deformability of the tank wall, is developed.
For the stresses on the tank wall the general thermoelastic theory is used.
The time history response of the tank wall associated with the hydrodynamic pressure distribution is presented.
As the opening time decreases, the maximum amplitude at the tank wall is increased.
The effects of the tank wall and baffle flexibility on the slosh response are also investigated.
The external tank wall heat flux promotes the development of thermal stratification.
Our research shows that under interaction of high hydraulic and axial compression, the material properties of the tank wall change rapidly, and the buckling strength of the tank wall also decreases rapidly.
Examined parameters include sloshing of liquid free surface, tank wall flexibility, vertical ground acceleration, tank aspect ratio, and base fixity.
The severe gas-wall heat transfer resulted in about 59% of the total input energy absorbed by the tank wall.
In storage tanks, intermediate wind girders are used to prevent the buckling failure of tank wall caused by wind load.
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CEO of Professional Science Editing for Scientists @ prosciediting.com