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
a structure using a combination of 3 - D isoparametric brick and semi - loof shell elements , by imposing the constraints discussed above . 3 VERIFICATION OF THE COMBINED MODEL OF 3 - D AND SHELL ELEMENTS а The semi - loof shell element ...
a structure using a combination of 3 - D isoparametric brick and semi - loof shell elements , by imposing the constraints discussed above . 3 VERIFICATION OF THE COMBINED MODEL OF 3 - D AND SHELL ELEMENTS а The semi - loof shell element ...
Page 325
Combined Shall Brick Elements ---- Combined Elements , weldment not modelled a ) chord 0 Distance from Intersection of Chord / Brace Mid - Surtoces ( mm ) - Semi - Loof Shell Elements .-- . Combined Shell Brick Elements -- Combined ...
Combined Shall Brick Elements ---- Combined Elements , weldment not modelled a ) chord 0 Distance from Intersection of Chord / Brace Mid - Surtoces ( mm ) - Semi - Loof Shell Elements .-- . Combined Shell Brick Elements -- Combined ...
Page 327
a stiffened steel T - Joint under axial loading ( experimental and FE analysis using the combined model ) brace _weld chord stiffener at stiffener position at saddle Fig . 14 Direction of maximum principal stresses at the intersection ...
a stiffened steel T - Joint under axial loading ( experimental and FE analysis using the combined model ) brace _weld chord stiffener at stiffener position at saddle Fig . 14 Direction of maximum principal stresses at the intersection ...
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
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analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence 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 predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld