Effects of localized geometric imperfections on the stress behavior of pressurized cylindrical shells

dc.contributorKeating, Peter B.
dc.creatorRinehart, Adam James
dc.date.accessioned2004-09-30T01:40:41Z
dc.date.accessioned2017-04-07T19:47:56Z
dc.date.available2004-09-30T01:40:41Z
dc.date.available2017-04-07T19:47:56Z
dc.date.created2003-08
dc.date.issued2004-09-30
dc.description.abstractThe influence of dent imperfections on the elastic stress behavior of cylindrical shells is explored. This problem is of central importance to the prediction of fatigue failure due to dents in petroleum pipelines. Using an approximate technique called the Equivalent Load Method, a semi-analytical model of two-dimensional dent stress behavior is developed. In the three-dimensional situation, decreased dent localization, in particular dent length, and increased dent depth are confirmed to cause dent stress concentration behavior to shift from having a single peak at the dent center to having peaks at the dent periphery. It is demonstrated that the equivalent load method does not predict this shift in stress behavior and cannot be relied upon to analyze relatively small, deep imperfections. The two stress modes of dents are associated with two modes of dent fatigue behavior that have significantly different fatigue lives. A method for distinguishing longer lived Mode P dents from shorter lived Mode C dents based on two measured features of dent geometry is developed and validated. An approach for implementing this analysis in the evaluation of real dents is also suggested.
dc.identifier.urihttp://hdl.handle.net/1969.1/37
dc.language.isoen_US
dc.publisherTexas A&M University
dc.subjectpipeline dent fatigue
dc.subjectshell imperfections
dc.subjectequivalent load method
dc.subjectpipeline dent assessment
dc.subjectstress analysis
dc.subjectthin-shell theory
dc.titleEffects of localized geometric imperfections on the stress behavior of pressurized cylindrical shells
dc.typeBook
dc.typeThesis

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