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 23
The influence of joint geometry were In a majority of the test series , geometrically similar welds have been considered , i.e. , joints where the size of the weldment and any attachment is scaled in proportion to the thickness of the ...
The influence of joint geometry were In a majority of the test series , geometrically similar welds have been considered , i.e. , joints where the size of the weldment and any attachment is scaled in proportion to the thickness of the ...
Page 129
... were obtained by monotonic extrapolations from those calculated by the finite element method . For the stress intensity factor solutions for STPL cracks with a / T < 0.2 , those from a similar stiffened plate of Reference 12 were ...
... were obtained by monotonic extrapolations from those calculated by the finite element method . For the stress intensity factor solutions for STPL cracks with a / T < 0.2 , those from a similar stiffened plate of Reference 12 were ...
Page 617
The results obtained for RQT 501T suggest that a similar situation will exist for this steel . REFERENCES to 1 . cause a In general all of the points from the wide plates which fractured lie in the failure part of the diagram for both ...
The results obtained for RQT 501T suggest that a similar situation will exist for this steel . REFERENCES to 1 . cause a In general all of the points from the wide plates which fractured lie in the failure part of the diagram for both ...
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Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield