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- W2519349829 abstract "Corrosion is one of the significant degradation processes, which occurs in aboveground oil storage tanks. A numerical study is performed to investigate the effects of internal and external corrosion on the buckling behavior of three steel cylindrical tanks with different height to diameter ratios, subjected to both wind and vacuum pressures. Internal corrosion is considered as a time dependent uniform thinning of the roof plate, roof supporting structure and upper part of the wall. Furthermore, the corrosion of the wall at the lower parts of the tank being in contact with residual water and sludge is analyzed. At the same manner, completely external corrosion of the roof and wall plates is considered in numerical analysis. It is found that the buckling load is markedly reduced with thinning of the shell for upper part and whole corrosion cases, irrespective of the loading condition. In addition, the buckled regions of the tanks are suddenly displaced toward the top of the shell during upper part corrosion process. Contrary to upper and whole corrosion cases, the critical load of tanks is only marginally affected by the corrosion of lower part of the wall. In the last part of this research, the analytical investigation results of a tank (TK-2047) that failed during discharge process in an oil plant are reported." @default.
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- W2519349829 date "2016-11-01" @default.
- W2519349829 modified "2023-10-18" @default.
- W2519349829 title "Buckling of ground based steel tanks subjected to wind and vacuum pressures considering uniform internal and external corrosion" @default.
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- W2519349829 doi "https://doi.org/10.1016/j.tws.2016.09.007" @default.
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