Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 101
This will result in the sensor and actuator elements being exposed to the harsh
environment present in offshore structures . This will limit the ... Number of
Elements Through | Thickness Mode Mode Mode | Shell Element | 48 . 5 | 161 . 2
3028 4 ...
This will result in the sensor and actuator elements being exposed to the harsh
environment present in offshore structures . This will limit the ... Number of
Elements Through | Thickness Mode Mode Mode | Shell Element | 48 . 5 | 161 . 2
3028 4 ...
Page 115
DEFORMATION OF THE PALNE on x = 0 Effect of The Element Width Inputting
Equivalent Inherent Strain It is recommended that the element width inputting
equivalent inherent strain corresponds to the actual existence region of the
inherent ...
DEFORMATION OF THE PALNE on x = 0 Effect of The Element Width Inputting
Equivalent Inherent Strain It is recommended that the element width inputting
equivalent inherent strain corresponds to the actual existence region of the
inherent ...
Page 380
DQEM FORMULATION The fundamental relations are referred to the physical
coordinate system while the element basis EDQ discretization is carried out on
the natural coordinate system . Therefore , in using the EDQ technique to
discretize ...
DQEM FORMULATION The fundamental relations are referred to the physical
coordinate system while the element basis EDQ discretization is carried out on
the natural coordinate system . Therefore , in using the EDQ technique to
discretize ...
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analysis anchor applied assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defects deformation depth determined developed direction displacement distribution dynamic effect element Engineering equation estimated evaluation factor failure fatigue field Figure finite element flexible fracture function geometry given Grade heat increase initial installation insulation integrity International joint length limit load locations material maximum mean measured mechanical method mooring observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability represent residual resistance respectively riser rope safety shown shows side simulation solution specimens stage standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium uncertainties variable weld
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2002 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791836134, 9780791836132 |
| Export Citation | BiBTeX EndNote RefMan |