Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 75
... considered to be 40 % of yield stress , e.g. 160 MPa . Pure bending is considered most appropriate for the fracture assessment which is considered relevant for tubular joints with Y 15 and ẞ < 0.6 . fy ( pm ) : 400 MPa Residual stresses ...
... considered to be 40 % of yield stress , e.g. 160 MPa . Pure bending is considered most appropriate for the fracture assessment which is considered relevant for tubular joints with Y 15 and ẞ < 0.6 . fy ( pm ) : 400 MPa Residual stresses ...
Page 300
... considered as a critical value [ 26 ] . Both types of pop - ins display a common behaviour that can be applicable to a struc- ture . A cleavage crack has been arrested with either an increasing load carrying capacity or with a signi ...
... considered as a critical value [ 26 ] . Both types of pop - ins display a common behaviour that can be applicable to a struc- ture . A cleavage crack has been arrested with either an increasing load carrying capacity or with a signi ...
Page 591
... considered , one at -10 ° C and one at -15 ° C , in anticipation of climatic conditions expected during installation work in the Cook Inlet , Alaska . The development of the fitness for purpose philosophy and its application to the ...
... considered , one at -10 ° C and one at -15 ° C , in anticipation of climatic conditions expected during installation work in the Cook Inlet , Alaska . The development of the fitness for purpose philosophy and its application to the ...
Contents
ADVANCED COMPOSITES | 1 |
PAS2m High Performance Prepreg and Composites | 9 |
ADVANCES IN WELDING TECHNOLOGY | 31 |
Copyright | |
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Common terms and phrases
abrasion analysis Arctic Engineering as-welded assessment austenite axial behaviour bending brittle fracture brittle zones CGHAZ Charpy chord coarse grained HAZ concrete Conference on Offshore corrosion fatigue crack depth crack length crack propagation CTOD tests CTOD values curve cycles defect effect fabrication ferrite fiber Figure fracture initiation fracture mechanics fracture toughness fusion line geometry grain coarsened HAZ HAZ toughness heat affected zone heat input hydrogen ICCGHAZ impact increase load low carbon low toughness martensite material maximum Mechanics and Arctic niobium Offshore Mechanics offshore structures Oseberg parameters plastic plate thickness pop-in post weld heat preheat PWHT region residual stresses S-N curves sampled simulated steel plates stiffeners stress concentration stress intensity factor structural steels submerged arc welding surface notched Table temperature tensile thermal TMCP tubular joints weld metal weld toe weldability welded joints welding procedures weldments wide plate tests yield strength