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 209
... brace and a comparatively much larger chord , like brace / column or brace / pontoon con- nections of semi - submersible rigs . These connections are based on load transfer through internal stiffening of the brace into an array of ...
... brace and a comparatively much larger chord , like brace / column or brace / pontoon con- nections of semi - submersible rigs . These connections are based on load transfer through internal stiffening of the brace into an array of ...
Page 332
... brace weld . A 50 % reduction in fillet radius gave a 15 % increase of SCF in the fillet and the same SCF in the brace weld . Increased segment thickness . Increasing the segment thickness by 33 % decreased the SCF in the fillet by 23 ...
... brace weld . A 50 % reduction in fillet radius gave a 15 % increase of SCF in the fillet and the same SCF in the brace weld . Increased segment thickness . Increasing the segment thickness by 33 % decreased the SCF in the fillet by 23 ...
Page 338
... brace to stub welds , which are performed in the assembly yard , may be carried out by double side processes with additional advantages in the fatigue strength of the nodes . This is generally possible because of the holes in the brace ...
... brace to stub welds , which are performed in the assembly yard , may be carried out by double side processes with additional advantages in the fatigue strength of the nodes . This is generally possible because of the holes in the brace ...
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