dc.contributor.authorShi, Zhao Feng.en_US
dc.date.accessioned2009-12-14T07:53:23Z
dc.date.available2009-12-14T07:53:23Z
dc.date.copyright1997en_US
dc.date.issued1997
dc.identifier.urihttp://hdl.handle.net/10356/19961
dc.description.abstractFatigue analysis of welded joints for low and medium carbon steels is well established and documented in British Standard, BS 7608. However, this current fatigue design code does not cover high strength steel structures, particularly, weldments of armor steel plates with austenitic stainless steel weid metal. Due to the high mismatch between the weid metal and parent metal properties, the fatigue behavior of such welded joints needs to be examined before a fatigue design procedure can be developed. Furthermore, fatigue crack initiation is the least understood part in the fatigue assessment of weldments and further study is reported in this thesis.en_US
dc.format.extent160 p.
dc.language.isoen
dc.rightsNANYANG TECHNOLOGICAL UNIVERSITYen_US
dc.subjectDRNTU::Engineering::Mechanical engineering::Mechanics and dynamics
dc.titleFatigue cumulative damage and crack propagation analysis of welded jointsen_US
dc.typeThesisen_US
dc.contributor.supervisorPang, John Hock Lyeen_US
dc.contributor.schoolSchool of Mechanical and Aerospace Engineeringen_US
dc.description.degreeMASTER OF ENGINEERING(MAE)en_US


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