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 152
23 Cross section of bending specimen At crack initiation At crack propagation (
20 cycles ) ( 30 cycles ) Fig . 20 Surfaces in compressive side at crack initiation
and propagation ( C30 ) the tensile side . The reason why the strains on the ...
23 Cross section of bending specimen At crack initiation At crack propagation (
20 cycles ) ( 30 cycles ) Fig . 20 Surfaces in compressive side at crack initiation
and propagation ( C30 ) the tensile side . The reason why the strains on the ...
Page 154
the longitudinal strain at the crack initiation points both on the compressive and
tensile sides after first compressive loaded obtained by FE - analysis , and the
number of cycles to crack initiation obtained by the tests . The critical strain value
for ...
the longitudinal strain at the crack initiation points both on the compressive and
tensile sides after first compressive loaded obtained by FE - analysis , and the
number of cycles to crack initiation obtained by the tests . The critical strain value
for ...
Page 563
537 Spy ( m ) where a denotes the angular frequency Zero - crossing transition I .
40V E = J1 + Vc denotes the current speed g denotes the gravity acceleration
Figure 2 Cycle counting methods Uncertainties in cycle counting methods
Fatigue ...
537 Spy ( m ) where a denotes the angular frequency Zero - crossing transition I .
40V E = J1 + Vc denotes the current speed g denotes the gravity acceleration
Figure 2 Cycle counting methods Uncertainties in cycle counting methods
Fatigue ...
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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 |