Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering, 1991: Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering, Volume 3 |
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Page 483
However , the HAZ toughness is more appropriate for brace failure . Critical CTOD values for the HAZ could be considerably lower and display a considerable degree of scatter . On the basis of a Charpy energy value of 39 J for the HAZ ...
However , the HAZ toughness is more appropriate for brace failure . Critical CTOD values for the HAZ could be considerably lower and display a considerable degree of scatter . On the basis of a Charpy energy value of 39 J for the HAZ ...
Page 570
This means for example that a limited leakage or weeping can be accepted in this period . There will be a substantial difference in acceptable impact loads for these two failure criteria . Ameron ( 9 ) has carried out an ...
This means for example that a limited leakage or weeping can be accepted in this period . There will be a substantial difference in acceptable impact loads for these two failure criteria . Ameron ( 9 ) has carried out an ...
Page 573
In this region the fibre reinforcement starts to carry the load and various energy absorbing failure mechanisms develop ( crack development along resin / fibre interfaces , delamination , fibre failure and pull - out , etc ...
In this region the fibre reinforcement starts to carry the load and various energy absorbing failure mechanisms develop ( crack development along resin / fibre interfaces , delamination , fibre failure and pull - out , etc ...
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Contents
THICKNESS EFFECT | 305 |
OFFSHORE TECHNOLOGY PART | 315 |
Influence of the Welding Procedure on the Ferrite Content and Fracture Toughness of Duplex | 323 |
Copyright | |
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analysis applied assessment attachment axial axial load Basic bending brace calculated carried chord compared comparison composite considered constant crack depth crack growth curve cycles defect dependence determined diameter distribution Energy Engineering equation experimental failure fatigue strength Figure finite element fire force fracture mechanics function geometry given impact improved included increasing indicated initiation integration International layer length limit load material mean measured method obtained offshore offshore structures parameters performance pipe plastic plate plate thickness predictions present pressure problem procedure propagation protection ratio reference respectively root seawater shown shows solutions specimens steel strain stress concentration stress intensity factor stress range structures surface surface crack Table temperature tension thickness effect tubular joints values wall weight weld toe