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 237
Furthermore , the failure modes experienced in all tubes are matrix in tension and
matrix in compression , where the interaction of the shear stiffness dominates the
nonlinear flexural behavior . When compared to the carbon / epoxy material ...
Furthermore , the failure modes experienced in all tubes are matrix in tension and
matrix in compression , where the interaction of the shear stiffness dominates the
nonlinear flexural behavior . When compared to the carbon / epoxy material ...
Page 317
The task of the partial safety factor calibration is to establish the values of the
defined partial safety factors such that design by this inequality leads to the
specified annual failure probability . with drag - in plate anchors ( 4 ) this failure ...
The task of the partial safety factor calibration is to establish the values of the
defined partial safety factors such that design by this inequality leads to the
specified annual failure probability . with drag - in plate anchors ( 4 ) this failure ...
Page 638
The model provides an analytical expression for the maximum horizontal load
corresponding to shearing failure mode . Transition to an alternative failure mode
could have a significant impact on the design ice load . The theoretical model ...
The model provides an analytical expression for the maximum horizontal load
corresponding to shearing failure mode . Transition to an alternative failure mode
could have a significant impact on the design ice load . The theoretical model ...
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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 |