Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 10
... by Level 2 : Yield and Ultimate Stress Available K ( a , F ) Krk mat ( 2 ) When
both yield and ultimate tensile strengths are available for both materials , but not
full stress strain data , the FAC can be determined from the equations given
below .
... by Level 2 : Yield and Ultimate Stress Available K ( a , F ) Krk mat ( 2 ) When
both yield and ultimate tensile strengths are available for both materials , but not
full stress strain data , the FAC can be determined from the equations given
below .
Page 11
The stress - strain curve for the equivalent material can be determined from the
tensile data of the base and weld materials : It should be noted that there exist
alternative equations , which provide slightly more accurate results . Detailed ...
The stress - strain curve for the equivalent material can be determined from the
tensile data of the base and weld materials : It should be noted that there exist
alternative equations , which provide slightly more accurate results . Detailed ...
Page 219
( SOLAS ) The standard time - temperature curve ( Figure 1 ) is determined by the
following equation : ( NPD , 1998 ) 25 35 45 55 Time ( minutes ) Figure 1 -
Standard Fire Test Time / Temperature Curve T - T , = 345 log10 ( 8t + 1 ) The ...
( SOLAS ) The standard time - temperature curve ( Figure 1 ) is determined by the
following equation : ( NPD , 1998 ) 25 35 45 55 Time ( minutes ) Figure 1 -
Standard Fire Test Time / Temperature Curve T - T , = 345 log10 ( 8t + 1 ) The ...
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Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
I | 7 |
OMAE99MAT2041 | 9 |
Copyright | |
29 other sections not shown
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Common terms and phrases
addition analysis applications approach ASME assessment axial backing base behavior bending brace Charpy compared components composite condition Conference Copyright crack critical CTOD curve cyclic defects deposition depth determined developed distribution effect element energy Engineering equations evaluated experimental factors failure fatigue ferrite fiber Figure fire flux fracture toughness function geometry given heat input impact improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten obtained Offshore operation parameters performance phase pipe plate pool prediction present pressure procedure production properties range ratio reduced region requirements residual stress risers short shown shows SINTAP specimens speed standard steel strain strength structures surface Table temperature tensile thickness titanium tube underwater values weld metal wire yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3 |
| 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, 2000 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |