Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 76
Page 34
N ( number of cycles of Sr = 120 N / mm2 ) o = tested geometries k2 Skalky + ky = - ro 20 110 10 45 70 160 T ( main plote thickness - ( 2 ) ( LO 20 Noordhoek are adjusted for the influence of the thick . ness of the attachment and for ...
N ( number of cycles of Sr = 120 N / mm2 ) o = tested geometries k2 Skalky + ky = - ro 20 110 10 45 70 160 T ( main plote thickness - ( 2 ) ( LO 20 Noordhoek are adjusted for the influence of the thick . ness of the attachment and for ...
Page 35
THE INFLUENCE OF WELD PROFILE -0.333 SRa = SR * ( 1000000 / NF ) * ( T / t ) -0.15 175 -0.29 150 are 125 GOOG 100 same . reGO 75 A UK - tests 0 Dutch - tests In considering the weld profile a clear distinction has to be made between the ...
THE INFLUENCE OF WELD PROFILE -0.333 SRa = SR * ( 1000000 / NF ) * ( T / t ) -0.15 175 -0.29 150 are 125 GOOG 100 same . reGO 75 A UK - tests 0 Dutch - tests In considering the weld profile a clear distinction has to be made between the ...
Page 37
However , it can be seen from figure 19 that adjusting the strain range for the influence of thickness ( normally braces are thinner than chords ! ) makes that no indication be found that the fatigue behaviour of the brace is better ...
However , it can be seen from figure 19 that adjusting the strain range for the influence of thickness ( normally braces are thinner than chords ! ) makes that no indication be found that the fatigue behaviour of the brace is better ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
51 other sections not shown
Other editions - View all
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 |