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
... stiffness coefficients matrix of tubular T - joint . ( 8 ) The stiffness coefficients matrix of Y and TY joint could be found in similar way with a little complicate displacement coefficient matrix [ A ) and transfer matrix ( T ) . The ...
... stiffness coefficients matrix of tubular T - joint . ( 8 ) The stiffness coefficients matrix of Y and TY joint could be found in similar way with a little complicate displacement coefficient matrix [ A ) and transfer matrix ( T ) . The ...
Page 310
... stiffness of element C1 , the 1 , 2 ( Fig.8 ) relations between M1 , Kmy1 and could be established by beam theory , i.e. Kmy 101 Kmy 101 M1 in which kmyy is the bending stiffness of the single Y joint . THE FLEXIBILITY ANALYSIS OF WHOLE ...
... stiffness of element C1 , the 1 , 2 ( Fig.8 ) relations between M1 , Kmy1 and could be established by beam theory , i.e. Kmy 101 Kmy 101 M1 in which kmyy is the bending stiffness of the single Y joint . THE FLEXIBILITY ANALYSIS OF WHOLE ...
Page 311
... stiffness matrix of TY joint based on Ueda model could be found by assembly of stiffness matrix by eq . ( 14 ) , the bending stiffness of interactive element g with formula Elg by eq . ( 16 ) , and the stiffness coefficients kmyl and ...
... stiffness matrix of TY joint based on Ueda model could be found by assembly of stiffness matrix by eq . ( 14 ) , the bending stiffness of interactive element g with formula Elg by eq . ( 16 ) , and the stiffness coefficients kmyl and ...
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