Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 64
Buckling distortion occurs during construction when the fabrication induced forces exceed the structural rigidity of the ... This fabrication defect does not occur when welding thick plate and therefore designers often do not have an ...
Buckling distortion occurs during construction when the fabrication induced forces exceed the structural rigidity of the ... This fabrication defect does not occur when welding thick plate and therefore designers often do not have an ...
Page 415
Examination of the specimens showed that most of the failures had occurred at or near to the butt weld and none had ... The first interesting feature of these results is the preference for crack initiation to occur at the root of the ...
Examination of the specimens showed that most of the failures had occurred at or near to the butt weld and none had ... The first interesting feature of these results is the preference for crack initiation to occur at the root of the ...
Page 451
The fracture itself may occur either by shear or by cleavage ( Kermani and Procter , in preparation ) , since both the ... In the series of slow monotonic experiments presented here , hydrogen entry and diffusion occurs during cathodic ...
The fracture itself may occur either by shear or by cleavage ( Kermani and Procter , in preparation ) , since both the ... In the series of slow monotonic experiments presented here , hydrogen entry and diffusion occurs during cathodic ...
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Contents
THICKNESS EFFECTS | 1 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Thickness Weld Profile and Initial Flaw Considerations for Tubular Joints | 39 |
Copyright | |
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alloy analysis applied base behaviour bending calculated carried compared composition concrete Conference constant corrosion crack growth CTOD curve cycles defect depth determined developed distribution effect element energy Engineering equation experimental fabrication factor failure fatigue crack Figure fracture function geometry given grade grain heat higher improved increase indicated influence initiation input inspection International length limited load lower material mean measured mechanical method microstructure normal notch observed obtained occur Offshore parameters performed pipe plate potential predicted present procedure production properties protection range ratio reduced region Research shown shows specimens standard steel strain strength stress stress intensity factor stress range structure surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide plate yield strength