Bending of pipes under tension using a trilinear moment-curvature relationship

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dc.contributor.advisorMerwin, John E.
dc.creatorLeBlanc, Steven John Hoa
dc.date.accessioned2018-12-18T21:23:38Z
dc.date.available2018-12-18T21:23:38Z
dc.date.issued1973
dc.description.abstractAn analytical procedure is developed in this thesis for the bending of pipes under tension using a nonlinear moment-curvature diagram. The procedure is used to analyze an offshore pipeline during construction operations. It was concluded that the length of the stinger required to lay offshore pipelines can be reduced by allowing the pipeline to yield during construction operations. The method of analysis used in the thesis was determined to be of limited use due to the sensitivity of the solutions when some of the parameters were allowed to exceed certain values.
dc.format.digitalOriginreformatted digital
dc.format.extent69 pp
dc.identifier.callnoTHESIS C.E. 1973 LEBLANC
dc.identifier.citationLeBlanc, Steven John Hoa. "Bending of pipes under tension using a trilinear moment-curvature relationship." (1973) Master’s Thesis, Rice University. <a href="https://hdl.handle.net/1911/104468">https://hdl.handle.net/1911/104468</a>.
dc.identifier.digitalRICE2103
dc.identifier.urihttps://hdl.handle.net/1911/104468
dc.language.isoeng
dc.rightsCopyright is held by the author, unless otherwise indicated. Permission to reuse, publish, or reproduce the work beyond the bounds of fair use or other exemptions to copyright law must be obtained from the copyright holder.
dc.titleBending of pipes under tension using a trilinear moment-curvature relationship
dc.typeThesis
dc.type.materialText
thesis.degree.departmentChemical and Biomolecular Engineering
thesis.degree.disciplineEngineering
thesis.degree.grantorRice University
thesis.degree.levelMasters
thesis.degree.nameMaster of Science
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