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 323
... chord and brace sides . On the brace side the overprediction was expected as already seen for the case of unstiffened joints . However , on the chord side although the over prediction was about 14 % for the maximum SCF , significant ...
... chord and brace sides . On the brace side the overprediction was expected as already seen for the case of unstiffened joints . However , on the chord side although the over prediction was about 14 % for the maximum SCF , significant ...
Page 330
... chord section radius . Use appropriate tools to press a stub as long as possible , to the desired angle , out of the chord section material . 4 . Do the pressing operation in a manner that gives a " soft " radius and a smooth transition ...
... chord section radius . Use appropriate tools to press a stub as long as possible , to the desired angle , out of the chord section material . 4 . Do the pressing operation in a manner that gives a " soft " radius and a smooth transition ...
Page 332
... chord plate thickness . Increasing the chord plate thickness by 40 % ( from 16 to 22.5 mm ) to achieve the same thickness as the forged segment reduced the SCF in the fillet by 25 % , in the brace weld with 14 % and in the chord weld by ...
... chord plate thickness . Increasing the chord plate thickness by 40 % ( from 16 to 22.5 mm ) to achieve the same thickness as the forged segment reduced the SCF in the fillet by 25 % , in the brace weld with 14 % and in the chord weld by ...
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