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 159
The R ratios are in general under - predicted , whereas the largest scatter occurs
in the in - plane bending load case . RAS T - joints The estimation equations for T
- joints are given as follows : a . axial loading R20 = 2 . 35 ( - 1 . 802 B + 1 .
The R ratios are in general under - predicted , whereas the largest scatter occurs
in the in - plane bending load case . RAS T - joints The estimation equations for T
- joints are given as follows : a . axial loading R20 = 2 . 35 ( - 1 . 802 B + 1 .
Page 162
loading , circular hollow sections ( CCHS ) are used almost exclusively due to
their relatively smaller hydrodynamic loads and ... EXPERIMENTAL SET - UP For
hollow section joints three different basic loading cases are defined ; axial load ,
in ...
loading , circular hollow sections ( CCHS ) are used almost exclusively due to
their relatively smaller hydrodynamic loads and ... EXPERIMENTAL SET - UP For
hollow section joints three different basic loading cases are defined ; axial load ,
in ...
Page 192
Using the currently developed multiaxial fatigue model and the analytical
procedure , one may easily place all the previously obtained data in a single
master curve as shown in Figure 14 with : loading me load path of them and the
Re Tubular ...
Using the currently developed multiaxial fatigue model and the analytical
procedure , one may easily place all the previously obtained data in a single
master curve as shown in Figure 14 with : loading me load path of them and the
Re Tubular ...
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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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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