Flexural rigidity of concrete-coated steel pipe

dc.contributor.advisorWilhoit, J. C.en_US
dc.creatorLivingston, Louis Edwarden_US
dc.date.accessioned2016-04-21T12:01:06Zen_US
dc.date.available2016-04-21T12:01:06Zen_US
dc.date.issued1965en_US
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.en_US
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>.en_US
dc.identifier.digitalRICE0051en_US
dc.identifier.urihttps://hdl.handle.net/1911/89016en_US
dc.language.isoengen_US
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.en_US
dc.titleFlexural rigidity of concrete-coated steel pipeen_US
dc.typeThesisen_US
dc.type.materialTexten_US
thesis.degree.departmentMechanical Engineeringen_US
thesis.degree.disciplineEngineeringen_US
thesis.degree.grantorRice Universityen_US
thesis.degree.levelMastersen_US
thesis.degree.nameMaster of Scienceen_US
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