Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/70834
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dc.contributor.authorWai, Myo Htet
dc.date.accessioned2017-05-11T08:22:18Z
dc.date.available2017-05-11T08:22:18Z
dc.date.issued2017
dc.identifier.urihttp://hdl.handle.net/10356/70834
dc.description.abstractFor steel structure, load-carrying filled-welded cruciform joint are widely used. However, if the cruciform joints need to use in the structure the fatigue life of the joints needed to be analysed so that the structure is safe. In this Final Year Project report, stress intensity magnification factors (Mk) of such configuration cruciform joint with semi-elliptical crack at the weld toe are calculated using 3-D finite element (FE) analyses. Mk values obtained for load-carrying cruciform joints are much larger than the corresponding values of non-load-carrying cruciform welded joints because of the presence of unpenetrated region in the welded joints. Thus, the new Mk equations for the load-carrying are proposed and built up using multiple regression analyses. The result obtained from the new equations are then validated using statistical analyses for the good fit of the equations. It is observed that the equation from British Standard 7910 (BS 7910) produces over conservative prediction on Mk values compare to newly proposed equations.en_US
dc.format.extent57 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineeringen_US
dc.titlePrediction of stress intensity magnification factors of a semi-elliptical weld toe crack in load-carrying cruciform fillet-welded jointsen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorLie Seng Tjhenen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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