Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 60
HUI RD MACHINE - TENSILE SPECIMENS 200 Absorbed energy J STRAIN 5 % 100 AGE AT 100 ° C FOR 12 HOURS - Parent Plate ( T - L ) A Strained 5 % Strained 5 % . Aged -100 -80 -60 -40 -20 0 20 ° C CHARPY SPEC : MENS FIGURE 7 HIWEL 55F - STRAIN ...
HUI RD MACHINE - TENSILE SPECIMENS 200 Absorbed energy J STRAIN 5 % 100 AGE AT 100 ° C FOR 12 HOURS - Parent Plate ( T - L ) A Strained 5 % Strained 5 % . Aged -100 -80 -60 -40 -20 0 20 ° C CHARPY SPEC : MENS FIGURE 7 HIWEL 55F - STRAIN ...
Page 223
3-5 with the strain distributions predicted using Eqn 2 . chosen if , for example , the extent of a severely strained process zone needed to be determined . Also shown in Fig . 6 are the estimates of notch root plasticity from the work ...
3-5 with the strain distributions predicted using Eqn 2 . chosen if , for example , the extent of a severely strained process zone needed to be determined . Also shown in Fig . 6 are the estimates of notch root plasticity from the work ...
Page 132
20 V = 0.35 6 = 0 N = 11.42 N = 16 strain level is generally accepted in the pipeline industry as a tensile strain limit . Noting that hoop stresses up to and beyond SMYS during hydro test , and operating stresses up to SMYS are allowed ...
20 V = 0.35 6 = 0 N = 11.42 N = 16 strain level is generally accepted in the pipeline industry as a tensile strain limit . Noting that hoop stresses up to and beyond SMYS during hydro test , and operating stresses up to SMYS are allowed ...
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Contents
FATIGUE AND DEFORMATION | 1 |
Determination of Recovery Length in Spiral Strands | 9 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
Copyright | |
36 other sections not shown
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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 |