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 309
( - H . ) 2 i = 1 Thereafter , the stiffness coefficients of tubular T and y joints can be defined as is the stiffness coefficients matrix of tubular T- joint . The stiffness coefficients matrix of Y and TY joint could be found in ...
( - H . ) 2 i = 1 Thereafter , the stiffness coefficients of tubular T and y joints can be defined as is the stiffness coefficients matrix of tubular T- joint . The stiffness coefficients matrix of Y and TY joint could be found in ...
Page 310
in which kmyy is the bending stiffness of the single Y joint . P , B2 THE FLEXIBILITY ANALYSIS OF WHOLE TUBULAR STRUCTURES ' kg18 Mkx18A to B kx288 ( kx28B Les C2 Fig . 7 have *** The One Oy ) « : ( A- ) 6EI 28 ( .8 A + AB ) 18 - 12BI ...
in which kmyy is the bending stiffness of the single Y joint . P , B2 THE FLEXIBILITY ANALYSIS OF WHOLE TUBULAR STRUCTURES ' kg18 Mkx18A to B kx288 ( kx28B Les C2 Fig . 7 have *** The One Oy ) « : ( A- ) 6EI 28 ( .8 A + AB ) 18 - 12BI ...
Page 311
The following relations could be formulated by means of equilibrium equations and geometrical equations The stiffness matrix of Ty joint based on Deda model could be found by assembly of stiffness matrix by eg .
The following relations could be formulated by means of equilibrium equations and geometrical equations The stiffness matrix of Ty joint based on Deda model could be found by assembly of stiffness matrix by eg .
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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 |
37 other sections not shown
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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |