Show simple item record

dc.creatorRinehart, Adam James
dc.date.accessioned2012-06-07T23:01:00Z
dc.date.available2012-06-07T23:01:00Z
dc.date.created2000
dc.date.issued2000
dc.identifier.urihttps://hdl.handle.net/1969.1/ETD-TAMU-2000-THESIS-R57
dc.descriptionDue to the character of the original source materials and the nature of batch digitization, quality control issues may be present in this document. Please report any quality issues you encounter to digital@library.tamu.edu, referencing the URI of the item.en
dc.descriptionIncludes bibliographical references (leaf 145).en
dc.descriptionIssued also on microfiche from Lange Micrographics.en
dc.description.abstractIn order to understand the fatigue behavior of dents in pressurized pipelines it is necessary to understand the residual stresses that result from cyclic plastic bending. Three approaches are taken here in studying a beam cross section: a discrete model, an exact solution, and a finite element solution. The residual stress distributions that are studied are those that arise from yielding an initially stress free cross section in bending and those which arise from reyielding a residually stressed cross section. A method by which an exact solution may be obtained is presented in addition to several conclusions. The exact solution provides specific information about the residual stress distribution. Also, residual stresses are shown to alter the yield point and the post yield stiffness of a bending cross section. Simple relationships are given to predict the residual stress distributions that are produced by certain types of sequences of applied and released moments.en
dc.format.mediumelectronicen
dc.format.mimetypeapplication/pdf
dc.language.isoen_US
dc.publisherTexas A&M University
dc.rightsThis thesis was part of a retrospective digitization project authorized by the Texas A&M University Libraries in 2008. Copyright remains vested with the author(s). It is the user's responsibility to secure permission from the copyright holder(s) for re-use of the work beyond the provision of Fair Use.en
dc.subjectcivil engineering.en
dc.subjectMajor civil engineering.en
dc.titleThe determination of thru-thickness residual bending stressesen
dc.typeThesisen
thesis.degree.disciplinecivil engineeringen
thesis.degree.nameM.S.en
thesis.degree.levelMastersen
dc.type.genrethesisen
dc.type.materialtexten
dc.format.digitalOriginreformatted digitalen


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

This item and its contents are restricted. If this is your thesis or dissertation, you can make it open-access. This will allow all visitors to view the contents of the thesis.

Request Open Access