Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 143
... element had 2 internal nodes for a total of 4 nodes . Comparison of results using constant tension over each element to results using a tension that varied over the element , showed quite noticeable differences . For this problem there ...
... element had 2 internal nodes for a total of 4 nodes . Comparison of results using constant tension over each element to results using a tension that varied over the element , showed quite noticeable differences . For this problem there ...
Page 209
... element . This element can be understood as a directional spring , attached to two adjacent nodes . The nonlinear stiffness properties of this element are represented ... ELEMENT MESH Having determined the elements 209 Copyright 2000 by ASME.
... element . This element can be understood as a directional spring , attached to two adjacent nodes . The nonlinear stiffness properties of this element are represented ... ELEMENT MESH Having determined the elements 209 Copyright 2000 by ASME.
Page 210
ADAPTATION OF THE FINITE ELEMENT MESH Having determined the elements that take part in the intersection , and the coordinates of the intersection point , a modification in the finite element mesh is made , moving the nearest nodes to ...
ADAPTATION OF THE FINITE ELEMENT MESH Having determined the elements that take part in the intersection , and the coordinates of the intersection point , a modification in the finite element mesh is made , moving the nearest nodes to ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind