Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 51
The latter steel was BS 4360 Grade 43E which has a lower strength than the Grade 50 steel used in this test programme and was tested in three point bending The Canadian tests were loaded via the upstand and strain gauge measurements ...
The latter steel was BS 4360 Grade 43E which has a lower strength than the Grade 50 steel used in this test programme and was tested in three point bending The Canadian tests were loaded via the upstand and strain gauge measurements ...
Page 71
4 total CTOD is separated into two local CTOD components 61 ( lower yield strength side of the joint ) and 62 ( overmatching side of the joint ) . Following the procedure given in [ 2 ] different rotational factors can be determined for ...
4 total CTOD is separated into two local CTOD components 61 ( lower yield strength side of the joint ) and 62 ( overmatching side of the joint ) . Following the procedure given in [ 2 ] different rotational factors can be determined for ...
Page 72
A lower transition temperature shift for as deposited weld metal is observed when using a fatigue crack instead of a blunt V - notch . HAZ Charpy V impact testing is performed to quantify a change in base metal properties due to welding ...
A lower transition temperature shift for as deposited weld metal is observed when using a fatigue crack instead of a blunt V - notch . HAZ Charpy V impact testing is performed to quantify a change in base metal properties due to welding ...
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Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield