Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 195
Canadian standard CAN / CSA - 2184 - M86 ( CSA , 1986 ) contains a procedure for assessing corroded areas which is ... The ANSI / ASME B31 - G approach to the assessment of areas of localised corrosion considers only the plastic ...
Canadian standard CAN / CSA - 2184 - M86 ( CSA , 1986 ) contains a procedure for assessing corroded areas which is ... The ANSI / ASME B31 - G approach to the assessment of areas of localised corrosion considers only the plastic ...
Page 591
ASSESSMENT OF PIPELINE GIRTH WELDS SUBJECT TO HIGH LONGITUDINAL STRAIN D. V. Dorling Nova Corporation of Alberta Calgary , Alberta , Canada IC 3 3 3. 1992 OMAE – Volume V - B , Pipeline Technology ASME 1992 A. G. Glover Nova Corporation ...
ASSESSMENT OF PIPELINE GIRTH WELDS SUBJECT TO HIGH LONGITUDINAL STRAIN D. V. Dorling Nova Corporation of Alberta Calgary , Alberta , Canada IC 3 3 3. 1992 OMAE – Volume V - B , Pipeline Technology ASME 1992 A. G. Glover Nova Corporation ...
Page 595
can be more 5.0 SUMMARY In order to assess the behaviour of girth welds subject to increasing levels of applied strain ... The applicability of current CSA - 2184 fracture assessment methods has been shown to be limited because of the ...
can be more 5.0 SUMMARY In order to assess the behaviour of girth welds subject to increasing levels of applied strain ... The applicability of current CSA - 2184 fracture assessment methods has been shown to be limited because of the ...
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Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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Common terms and phrases
actual allowable analysis applied Arctic assessment associated assumed axial bending calculated coefficient considered construction corrosion crack criteria damage defined dependent depth detection determine developed diameter discharge displacement distribution effect element Engineering equation equipment estimated evaluation example factor failure fatigue field Figure flow force fracture frequency function geometry given increase indicated initial installation internal leak length lift force limit load material maximum mean measured Mechanics meter methods obtained occurs offshore operating orifice parameters performed pipe pipeline practice predicted presented pressure probability problem procedure range ratio reduced reference reliability response safety shown shows simulation soil solution span specific standards steel strain strength stress structural Table Technology temperature thickness tube bundle velocity vibration wall weld yield