Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/19845
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dc.contributor.authorPey, Lay Peng.en_US
dc.date.accessioned2009-12-14T06:50:40Z-
dc.date.available2009-12-14T06:50:40Z-
dc.date.copyright1995en_US
dc.date.issued1995-
dc.identifier.urihttp://hdl.handle.net/10356/19845-
dc.description.abstractThis work presents a systematic study of stresses in square-to-square tubular joints. The stress concentration factors at the weld toe for a large geometrical sets of T/Y square-to-square tubular joints were determined by extensive finite element analysis. These cover a wide range of joint geometries subjected to axial, in-plane-bending and out-of-plane-bending moments. The results form the basis for developing the parametric formulae. For each mode of loading, on both the chord and brace sides at the brace/chord intersection, a set of parametric equations were developed. These formulae relate the stress concentration factors to a parametric function of the joint geometries.en_US
dc.format.extent183 p.-
dc.language.isoen-
dc.rightsNANYANG TECHNOLOGICAL UNIVERSITYen_US
dc.subjectDRNTU::Engineering::Mechanical engineering::Mechanics and dynamics-
dc.titleBehaviour of square-to-square tubular joints subjected to basic and combined loadingsen_US
dc.typeThesisen_US
dc.contributor.supervisorSoh, Chee Kiongen_US
dc.contributor.schoolSchool of Mechanical and Production Engineeringen_US
dc.description.degreeMaster of Engineering (MPE)en_US
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