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 322
... COMBINED MODEL OF 3 - D AND SHELL ELEMENTS The semi - loof shell element is a complicated element and great care should be taken when using it , particularly in combination with other types of elements . To examine the performance of ...
... COMBINED MODEL OF 3 - D AND SHELL ELEMENTS The semi - loof shell element is a complicated element and great care should be taken when using it , particularly in combination with other types of elements . To examine the performance of ...
Page 325
... Combined Shell & Brick Elements ---- Combined Elements , weldment not modelled a ) chord 45 60 75 98 Angle Around The Intersection From Crown Experimental - Semi - Loof Shell Elements Combined Shell & Brick Elements Combined Elements ...
... Combined Shell & Brick Elements ---- Combined Elements , weldment not modelled a ) chord 45 60 75 98 Angle Around The Intersection From Crown Experimental - Semi - Loof Shell Elements Combined Shell & Brick Elements Combined Elements ...
Page 327
... Combined Elements ; Normal Stress Combined Elements ; Principal Stress Combined Elements ; Normal Stress Stiffener Position a ) chord Fig 13 Stiffener Position b ) brace Comparison between the SCF's around the intersection of a ...
... Combined Elements ; Normal Stress Combined Elements ; Principal Stress Combined Elements ; Normal Stress Stiffener Position a ) chord Fig 13 Stiffener Position b ) brace Comparison between the SCF's around the intersection of a ...
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