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 122
a from flat plate specimens ( 2 ) , which reduces the allowable fatigue endurance of tubular joints with a chord wall thickness greater than 32 mm . The correction factor is based purely on chord wall thickness and takes the form : Le ...
a from flat plate specimens ( 2 ) , which reduces the allowable fatigue endurance of tubular joints with a chord wall thickness greater than 32 mm . The correction factor is based purely on chord wall thickness and takes the form : Le ...
Page 229
The tests were carried out by a University ( INSA of LYON ) on T - joint between a chord and a brace . The brace has a ring welded to the end of it , with encircles to chord ; the whole joint is drowned in a block of resin .
The tests were carried out by a University ( INSA of LYON ) on T - joint between a chord and a brace . The brace has a ring welded to the end of it , with encircles to chord ; the whole joint is drowned in a block of resin .
Page 385
EXPERIMENTAL DETAILS eo Distance Along Chord - Brace Intersection ( mm ) -350 0 350 -700 700 Rotating Bending Fatigue Tests In order to establish the possible changes due to the process of stress relieving , rotating bending fatigue ...
EXPERIMENTAL DETAILS eo Distance Along Chord - Brace Intersection ( mm ) -350 0 350 -700 700 Rotating Bending Fatigue Tests In order to establish the possible changes due to the process of stress relieving , rotating bending fatigue ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |