Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 69
Page 86
The standard S - N curve approach to fatigue assessment is based on nominal stress in the member rather than the local " concentrated " stress at the weld detail . The S - N curves for various categories of details are determined from ...
The standard S - N curve approach to fatigue assessment is based on nominal stress in the member rather than the local " concentrated " stress at the weld detail . The S - N curves for various categories of details are determined from ...
Page 86
a The standard S - N curve approach to fatigue assessment is based on nominal stress in the member rather than the local " concentrated " stress at the weld detail . The S - N curves for various categories of details are determined from ...
a The standard S - N curve approach to fatigue assessment is based on nominal stress in the member rather than the local " concentrated " stress at the weld detail . The S - N curves for various categories of details are determined from ...
Page 312
All the specimens were evaluated to fall into the plastic collapse by the level 1 approach . This result was attributed to the characteristic of the FAD of level 1 which was established to evaluate on the safety side .
All the specimens were evaluated to fall into the plastic collapse by the level 1 approach . This result was attributed to the characteristic of the FAD of level 1 which was established to evaluate on the safety side .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
FATIGUE AND DEFORMATION | 1 |
Determination of Recovery Length in Spiral Strands | 9 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
Copyright | |
36 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied assessment bending calculated compared composition constant corrosion crack growth CTOD curve cycles deformation dependence deposit depth determined developed distribution effect elastic electrode Engineering environment equation experimental factor failure fatigue crack ferrite Figure finite element fracture geometry given grain heat higher hydrogen increase indicate initial International joints length limit load lower material mean measured Mechanics method microstructure nitrogen notch observed obtained occur Offshore operating oxygen parameters performed phase pipe plastic plate predictions present pressure problems procedure produced propagation properties protection range ratio reduced region Research residual respectively sea water shown shows simulated specimens standard steel strain strength stress structures surface Table temperature tensile thickness toughness tubular joints values weld metal wire yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1994 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791812669, 9780791812662 |
| Export Citation | BiBTeX EndNote RefMan |