Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 61
Page 347
EFFECTIVE FRACTURE MECHANICAL ASSESSMENT OF UNIFIED ENSEMBLES OF HYHDROGEN INDUCED CRACKS C. Mattheck ... of a tube may grow together due to radial fatigue cracks acting as bridges from one part - circumferential crack to another one .
EFFECTIVE FRACTURE MECHANICAL ASSESSMENT OF UNIFIED ENSEMBLES OF HYHDROGEN INDUCED CRACKS C. Mattheck ... of a tube may grow together due to radial fatigue cracks acting as bridges from one part - circumferential crack to another one .
Page 348
Using the following transformation equation : A 411 412 MEN ( 1 ) 1921 a 22 P II KA I where are the values of the additional crack and Р ' I , II eq . ( 1 ) is thus reduced to : KP I 12 ^ II KÎ , 11 the values for the parent crack .
Using the following transformation equation : A 411 412 MEN ( 1 ) 1921 a 22 P II KA I where are the values of the additional crack and Р ' I , II eq . ( 1 ) is thus reduced to : KP I 12 ^ II KÎ , 11 the values for the parent crack .
Page 350
outward direction at a point furthest away on the crack ensemble ( point 0 ) . This is indicated ( Fig . 4a , b ) by the shearing movement of the crack surfaces relative to eachother . 4 . crack tip in a mode I orientation and a partial ...
outward direction at a point furthest away on the crack ensemble ( point 0 ) . This is indicated ( Fig . 4a , b ) by the shearing movement of the crack surfaces relative to eachother . 4 . crack tip in a mode I orientation and a partial ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
8 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow force function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone