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 151
The specimens was made and tested so that the one side of the specimen
surface which was shaved lmm thickness from the base plate surface might be
the compressive side . Brackets were welded to the ends of the specimen in
order to ...
The specimens was made and tested so that the one side of the specimen
surface which was shaved lmm thickness from the base plate surface might be
the compressive side . Brackets were welded to the ends of the specimen in
order to ...
Page 153
4 Result of FE - analysis of strip specimen under cyclic large bending
deformation Figure 25 shows an example of longitudinal distributions of
longitudinal strain on the compressive surface . In Fig . 25 , the measured strain
shown in Fig .
4 Result of FE - analysis of strip specimen under cyclic large bending
deformation Figure 25 shows an example of longitudinal distributions of
longitudinal strain on the compressive surface . In Fig . 25 , the measured strain
shown in Fig .
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 ...
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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 |