Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 93
Preload PRELIMINARY CALCULATIONS The basic dimensions of a riser or tether connection system require to be determined prior to subjecting the design to finite element and photo - elastic analyses . A typical calculation procedure used ...
Preload PRELIMINARY CALCULATIONS The basic dimensions of a riser or tether connection system require to be determined prior to subjecting the design to finite element and photo - elastic analyses . A typical calculation procedure used ...
Page 97
iv ) FEM / PHOTO - ELASTIC ANALYSIS CORRELATION Establish critical flaw sizes , for each aspect ratio , for the most onerous connection loading condition typically a 100 year storm . v ) Based on the Paris LEFM crack propagation law ...
iv ) FEM / PHOTO - ELASTIC ANALYSIS CORRELATION Establish critical flaw sizes , for each aspect ratio , for the most onerous connection loading condition typically a 100 year storm . v ) Based on the Paris LEFM crack propagation law ...
Page 98
An example of this is excessive thread interference which can affect proper engagement of pressure seals ; and contribute to leaking of the connection , galling of the threads . or Fatigue Test Trials A series of trials using full scale ...
An example of this is excessive thread interference which can affect proper engagement of pressure seals ; and contribute to leaking of the connection , galling of the threads . or Fatigue Test Trials A series of trials using full scale ...
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Contents
OFFSHORE OUTLOOK 1989 | 1 |
Trends in U S Offshore Oil and Gas Development | 11 |
OFFSHORE TECHNOLOGY NONDESTRUCTIVE TESTING | 19 |
Copyright | |
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addition allow analysis applied approach assumed calculated columns components concept configuration connection considered corrosion cost crack cutting deck detection direction distribution drilling dynamic effects element Engineering equations equipment estimated evaluation experiments failure fatigue field Figure flow force frequency function given important increase industry inspection installation International jacket limit load marine maximum mean measured Mechanics method mooring motion natural obtained offshore operation parameters performed period pipe pipeline planning platform position possible present pressure probability problem production reduced relative reliability removal response riser safety Seamill shown shows steel stress structure surface surge Table techniques tension tether thickness transfer ultrasonic unit values water depth wave weight