Flexural rigidity of concrete-coated steel pipe

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dc.contributor.advisorWilhoit, J. C.
dc.creatorLivingston, Louis Edward
dc.date.accessioned2016-04-21T12:01:06Z
dc.date.available2016-04-21T12:01:06Z
dc.date.issued1965
dc.description.abstractSteel pipe for underwater applications may have a concrete jacket as ballast to assist in laying the pipe. The contribution of the concrete jacket to the flexural rigidity of the pipe is analyzed theoretically, and the analysis compared with experimental results. The reasons for deviation of experimental results from theory are considered, and a modified theory suggested. It is concluded that the jacket can furnish some additional flexural rigidity, provided certain conditions are met.
dc.format.digitalOriginreformatted digitalen_US
dc.format.extent42 ppen_US
dc.identifier.callnoThesis M.E. 1965 LIVINGSTONen_US
dc.identifier.citationLivingston, Louis Edward. "Flexural rigidity of concrete-coated steel pipe." (1965) Master’s Thesis, Rice University. <a href="https://hdl.handle.net/1911/89016">https://hdl.handle.net/1911/89016</a>.
dc.identifier.digitalRICE0051en_US
dc.identifier.urihttps://hdl.handle.net/1911/89016
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.titleFlexural rigidity of concrete-coated steel pipe
dc.typeThesis
dc.type.materialText
thesis.degree.departmentMechanical Engineering
thesis.degree.disciplineEngineering
thesis.degree.grantorRice University
thesis.degree.levelMasters
thesis.degree.nameMaster of Science
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