MrVessels
Mechanical
- Jan 30, 2003
- 13
I am looking for any past experiences that members may have on this subject.
I have a 64 meter diameter high temperature (220C) petroleum storage tank built in 1997 that has suffered extensive buckling of the single fillet lap welded bottom plates to such a degree that one of these lap joints failed in the HAZ adjacent to the toe of the weld, causing subsequent leakage.
The tank is a cone up flat bottom API 650 App M design and the foundation is of conventional packed sand and concrete ringwall construction.
The tank has 4 drawoff sumps that are more or less equi-spaced around the periphery and there was no provision made to allow for free expansion of these sumps which are thought to be a possible contibutory factor in the buckling.
The buckling is asymmetric and approximates the form of a Y with the maximum deformation and failure located at the center of the tank and top of the stem of the Y pattern. It should also be noted that the buckling is so severe that the surface of the ASTM A-36 plate adjacent to the cracked joint also exhibits signs of tearing running parallel to the joint.
This tank suffered a significant seismic event some 6 years ago but no external damage was observed and the bottom only started leaking earlier this year.
After repairing the damage but prior to putting this tank back into service, it is required to introduce modifications to hopefully avoid repetitive buckiling occuring.
Apart from providing free expansion in the foundations at the sumps, any other suggestions based on past experiences of the membership would be apprcited
I have a 64 meter diameter high temperature (220C) petroleum storage tank built in 1997 that has suffered extensive buckling of the single fillet lap welded bottom plates to such a degree that one of these lap joints failed in the HAZ adjacent to the toe of the weld, causing subsequent leakage.
The tank is a cone up flat bottom API 650 App M design and the foundation is of conventional packed sand and concrete ringwall construction.
The tank has 4 drawoff sumps that are more or less equi-spaced around the periphery and there was no provision made to allow for free expansion of these sumps which are thought to be a possible contibutory factor in the buckling.
The buckling is asymmetric and approximates the form of a Y with the maximum deformation and failure located at the center of the tank and top of the stem of the Y pattern. It should also be noted that the buckling is so severe that the surface of the ASTM A-36 plate adjacent to the cracked joint also exhibits signs of tearing running parallel to the joint.
This tank suffered a significant seismic event some 6 years ago but no external damage was observed and the bottom only started leaking earlier this year.
After repairing the damage but prior to putting this tank back into service, it is required to introduce modifications to hopefully avoid repetitive buckiling occuring.
Apart from providing free expansion in the foundations at the sumps, any other suggestions based on past experiences of the membership would be apprcited