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 441
As a consequence of uncertainties with essential fracture parameter solutions and economical concerns , the application of the fracture mechanics method to offshore structural tubular joint defect assessment has been limited , even for ...
As a consequence of uncertainties with essential fracture parameter solutions and economical concerns , the application of the fracture mechanics method to offshore structural tubular joint defect assessment has been limited , even for ...
Page 455
A preview of the results suggested that the following criteria should be used for assessment . 27. All modes of loading at all sites . All data irrespective of validity limits . 1. Maximum failure rate ( % P / R < 1 ) is to be 25 % .
A preview of the results suggested that the following criteria should be used for assessment . 27. All modes of loading at all sites . All data irrespective of validity limits . 1. Maximum failure rate ( % P / R < 1 ) is to be 25 % .
Page 477
N Pb Pm R S W х Y Yb Ycw A structural integrity assessment of the joint was performed to assess whether crack propagation was occurring and to predict the remaining fatigue life of the joint . Analytical predictions were performed in ...
N Pb Pm R S W х Y Yb Ycw A structural integrity assessment of the joint was performed to assess whether crack propagation was occurring and to predict the remaining fatigue life of the joint . Analytical predictions were performed in ...
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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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Common terms and phrases
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