Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 92
... element constrains this mo- tion . The calculation of the elastic tension , damping , and Node D element 1 node 1 element 2 node 2 element n - t node A - 1 element n node A Figure 1. An illustration of the towed system . The Y axis is ...
... element constrains this mo- tion . The calculation of the elastic tension , damping , and Node D element 1 node 1 element 2 node 2 element n - t node A - 1 element n node A Figure 1. An illustration of the towed system . The Y axis is ...
Page 93
... element endpoint positions . 2.2 Internal Forces Internal forces are generated by the cable's elastic be- haviour ... element , and is mod- eled by a linear function relating strain and axial stiffness : Tq = AE € ; € = " - li where l is ...
... element endpoint positions . 2.2 Internal Forces Internal forces are generated by the cable's elastic be- haviour ... element , and is mod- eled by a linear function relating strain and axial stiffness : Tq = AE € ; € = " - li where l is ...
Page 133
... element prediction ( Fig . 4 ) . 8π Re , s - ( 1-0.875-2 ) ( 0 < Re , ≤1 ) , Element n C = 1.45 + 8.55 Re -0.90 1.1 + 4 Re -0.50 ( 1 < Re , ≤30 ) ( 30 < Re , ≤105 ) ( 2 ) Cable Young's Modulus ( Pa ) 1.507x10 Cross - Sectional Area ...
... element prediction ( Fig . 4 ) . 8π Re , s - ( 1-0.875-2 ) ( 0 < Re , ≤1 ) , Element n C = 1.45 + 8.55 Re -0.90 1.1 + 4 Re -0.50 ( 1 < Re , ≤30 ) ( 30 < Re , ≤105 ) ( 2 ) Cable Young's Modulus ( Pa ) 1.507x10 Cross - Sectional Area ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind