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Document Description
TitleStructural integrity monitoring of a fixed-bottom frame tower
AuthorMarshall, Mervin Allan, 1951-
DescriptionThesis (M.Eng.)--Memorial University of Newfoundland, 1982. Engineering and Applied Science
Paginationxv, 134 leaves : ill.
SubjectOffshore structures--Testing; Offshore structures--Vibration--Testing; Vibration--Testing;
Degree GrantorMemorial University of Newfoundland. Faculty of Engineering and Applied Science
DisciplineEngineering and Applied Science
NotesBibliography : leaves 43-45.
AbstractAs a consequence of the increasing necessity for structural safety of drilling platforms, the need for monitoring techniques capable of detecting early damage of subsurface structural components increases. -- The purpose of this study is to provide theoretical and laboratory experimental evidence that a predictable relationship exists between physical damage of certain structural components, and changes in the resonant frequencies of a structure measured at the deck level. To achieve this objective, experiments were carried out on a k-braced model of an offshore tower using random vibration analyses, and the results were compared to those determined from a finite element model of the structure (free vibration STRUDL II analyses). -- Natural frequencies were determined from the intact and damaged structure and the results, experimental and analytical, were compared to measure the effects of the damaged member(s) on the resonant frequencies of the structure. By removing an inclined member in a k-braced panel to simulate damage of that member, a 22.75% decrease in the natural frequency of the 2nd sway mode was measured on the transfer function of the experimental model; the theoretical results indicated a 16.02% decrease. Investigations into the effect of a member cracking showed a 9.2 % decrease in the excitation frequency of the 2nd sway mode, when a k-brace member was cut halfway across at one joint on the experimental model. -- From the results obtained, it was concluded that the changes in natural frequencies clearly indicated that the structure had, in fact, undergone damage. Moreover, the theoretical results showed that the mode(s) most affected depended on the location of the damaged member(s). -- It is recommended that although the technique appears promising, it should not be viewed as a panacea for solving the problem of early detection of subsurface structural damage with great certainty since certainty, in such a complex environment as the ocean, can rarely be assured. Nonetheless, if the structural integrity monitoring technique is applied in conjunction with conventional detection procedure, the effectiveness of early damage detection will be enhanced.
Resource TypeElectronic thesis or dissertation
FormatImage/jpeg; Application/pdf
SourcePaper copy kept in the Centre for Newfoundland Studies, Memorial University Libraries
Local Identifier75217181
RightsThe author retains copyright ownership and moral rights in this thesis. Neither the thesis nor substantial extracts from it may be printed or otherwise reproduced without the author's permission.
CollectionElectronic Theses and Dissertations
Scanning StatusCompleted
PDF File(89.92 MB) --
CONTENTdm file name303726.cpd