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 141
The geometry and the finite element model are given in fig . 7 and 8. SIFs were calculated for four crack geometries for the plate with and without the weld discontinuity . The results are given in table 5 . For comparison the My values ...
The geometry and the finite element model are given in fig . 7 and 8. SIFs were calculated for four crack geometries for the plate with and without the weld discontinuity . The results are given in table 5 . For comparison the My values ...
Page 142
The results of the calculations and the experiments are given in fig . 9 . The theoretical lifetime of the second calculation with the reduction factors is in good agreement with experimental results . Both calculations give a good ...
The results of the calculations and the experiments are given in fig . 9 . The theoretical lifetime of the second calculation with the reduction factors is in good agreement with experimental results . Both calculations give a good ...
Page 722
... CTOD distribution Fee ( oc ) for surfacenotched CTOD specimens ( crack front length lo specimen thickness ) of which the crack tip hits the microstructure i is given , the probability Gös , u ( da ) that brittle fracture originates ...
... CTOD distribution Fee ( oc ) for surfacenotched CTOD specimens ( crack front length lo specimen thickness ) of which the crack tip hits the microstructure i is given , the probability Gös , u ( da ) that brittle fracture originates ...
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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