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 176
... geometric scale - up of a given geometry . The dashed line indicates that the size effect could be mitigated by profile rules in the AWS Code , i.e. the 1/8 inch ( 3mm ) limitation on reinforcement on butt welds . Fracture Mechanics ...
... geometric scale - up of a given geometry . The dashed line indicates that the size effect could be mitigated by profile rules in the AWS Code , i.e. the 1/8 inch ( 3mm ) limitation on reinforcement on butt welds . Fracture Mechanics ...
Page 255
... geometry . * ; Measured point of crack opening displacement by clip gage are on the line . Fig . 4 Wide plate specimen geometry . ( a ) Wide plate test specimen with stress concentrator . ( WPT with SC ) ( b ) Flat , without stress ...
... geometry . * ; Measured point of crack opening displacement by clip gage are on the line . Fig . 4 Wide plate specimen geometry . ( a ) Wide plate test specimen with stress concentrator . ( WPT with SC ) ( b ) Flat , without stress ...
Page 332
... geometry were compared to the results for the simple node geometry previously analyzed . The comparison is summarized in the Table 7 . The following points summarize the results obtained in the project : Complex node geometry has no ...
... geometry were compared to the results for the simple node geometry previously analyzed . The comparison is summarized in the Table 7 . The following points summarize the results obtained in the project : Complex node geometry has no ...
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