Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 332
... node behaviour . The results are summarized in Table 5. In the fillet area the SCF dependancy on the chord thichness is T.9 , and for the brace weld TO.85 when the node is considered as a Y - node . For welded nodes the exponent is 2.0 ...
... node behaviour . The results are summarized in Table 5. In the fillet area the SCF dependancy on the chord thichness is T.9 , and for the brace weld TO.85 when the node is considered as a Y - node . For welded nodes the exponent is 2.0 ...
Page 338
... nodes over the traditional welded ones are the following : Stress Concentration Factors ( SCF ) are lower for forged nodes than for welded nodes as a result of the more regular transition between the brace and the chord ; the forged node ...
... nodes over the traditional welded ones are the following : Stress Concentration Factors ( SCF ) are lower for forged nodes than for welded nodes as a result of the more regular transition between the brace and the chord ; the forged node ...
Page 339
... nodes . The detailed design of the forged nodes may require a more general and rational fatigue analysis where the complex node behaviour is fully considered and the check of different welds or of high stressed positions of the base ...
... nodes . The detailed design of the forged nodes may require a more general and rational fatigue analysis where the complex node behaviour is fully considered and the check of different welds or of high stressed positions of the base ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld