Digital Archives Initiative
Memorial University - Electronic Theses and Dissertations 5
menu off  add document to favorites : add page to favorites : reference url back to results : previous : next
 
 Search this object:
  
 0 hit(s) :: previous hit : next hit
  View:    
  previous page : next page
Document Description
TitleNon-destructive evaluation of cracking in tubular T-joints using vibration procedures
AuthorCheng, Shumin, 1963-
DescriptionThesis (Ph.D.)--Memorial University of Newfoundland, 1998. Engineering and Applied Science
Date1998
Paginationxxv, 337 leaves : ill.
SubjectOffshore structures--Welded joints--Testing; Tubular steel structures--Testing; Vibration--Testing; Welded joints--Cracking
DegreePh.D.
Degree GrantorMemorial University of Newfoundland. Faculty of Engineering and Applied Science
DisciplineEngineering and Applied Science
LanguageEng
NotesBibliography: leaves 264-272.
AbstractThis thesis presents an experimental and analytical study of the initiation and growth of cracks in tubular T-joint members of the type used in some off-shore platforms. Cracks were developed experimentally under fatigue loading conditions. -- The early stages of formation and growth of the cracks have been studied by fracture surface analysis, using scanning electron microscopy. Their growth has also been followed by modal testing. It has been shown that a number of significant changes occur in the static and dynamic response characteristics of the T-joints, as cracks initiate and grow. In particular, it has been shown that strain gauge modal testing provides a means of detecting cracks at a much earlier stage of formation than has been possible using alternative techniques. -- The modal analysis methods developed in this thesis rely on the use of strain /acceleration frequency response functions to detect the presence of growing cracks. Three parameters were found to be significant in detecting the presence of cracks, and these include: a) response in the quasi-static region; b) response in the anti-resonant region; and c) non-linearity in the frequency response functions. The factors contributing to the observed changes are discussed. -- In addition, measured (static) strains and stresses were also found to provide good indications of the presence of growing fatigue cracks. Abrupt changes in strain gauge outputs were observed consistently as small thumb-nail cracks, present in the early stages of crack growth, coalesced to form single cracks of much longer length. -- Parametric equations were developed to relate the fatigue life of the tubular specimen to the strains/frequencies measured at the various strain gauge locations. In addition equations were also developed to relate the crack size to the strains/frequencies measured at various locations. These equations could be utilized to predict the remaining life of the joint as well as the probable crack size at the critical location near the gauge. -- Finite element analysis was used to predict the modal response of crack-free and cracked structures to dynamic excitation. Excellent agreement was observed between experiment and theory in all cases. -- A lumped mass model has been developed to simulate the behavior of the fatigue cracks during dynamic testing. It has been shown that the structure in the vicinity of the cracks exhibits non-linear stiffness and compliance as the fatigue cracks open and close.
TypeText
Resource TypeElectronic thesis or dissertation
FormatImage/jpeg; Application/pdf
SourcePaper copy kept in the Centre for Newfoundland Studies, Memorial University Libraries
Local Identifiera1260744
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(38.98 MB) -- http://collections.mun.ca/PDFs/theses/Cheng_Shumin.pdf
CONTENTdm file name2734.cpd