Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 346
The kinematic transition conditions are the continuities of transverse
displacement and bending rotation . Let I = x2 , 5 + 1 denote the inter - element
boundary of two adjacent elements i and i + 1 . The discrete kinematic transition
conditions are ...
The kinematic transition conditions are the continuities of transverse
displacement and bending rotation . Let I = x2 , 5 + 1 denote the inter - element
boundary of two adjacent elements i and i + 1 . The discrete kinematic transition
conditions are ...
Page 348
The dynamic equilibrium conditions of elastic restoring and inertia forces at the
inter - element boundary or natural boundary also have to be satisfied . Each
dynamic equilibrium condition is either a natural transition condition or a natural ...
The dynamic equilibrium conditions of elastic restoring and inertia forces at the
inter - element boundary or natural boundary also have to be satisfied . Each
dynamic equilibrium condition is either a natural transition condition or a natural ...
Page 361
Outward Unit Normal Vector on Element Boundary The direction cosines of the
outward unit normal vector on the element boundary are necessary for defining
the discrete natural transition conditions and the natural boundary conditions .
Outward Unit Normal Vector on Element Boundary The direction cosines of the
outward unit normal vector on the element boundary are necessary for defining
the discrete natural transition conditions and the natural boundary conditions .
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