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 115
... Element Width Inputting Equivalent Inher- ent Strain It is recommended that the element width inputting equiva- lent inherent strain corresponds to the actual existence region of the inherent strain generated by welding . This region is ...
... Element Width Inputting Equivalent Inher- ent Strain It is recommended that the element width inputting equiva- lent inherent strain corresponds to the actual existence region of the inherent strain generated by welding . This region is ...
Page 117
... Element Modeling Detailed information about the finite element modeling is as follows . 1. MSC / NASTRAN ( Ver.70.7 ) , which is one of the wide use finite element codes , is applied to the calculations . 2. Equivalent inherent strain ...
... Element Modeling Detailed information about the finite element modeling is as follows . 1. MSC / NASTRAN ( Ver.70.7 ) , which is one of the wide use finite element codes , is applied to the calculations . 2. Equivalent inherent strain ...
Page 380
... element e , which are two end nodes , respectively . The range angle pe of the element equals . - . Let øo be the coordinate variable of the local coordinate system with the origin located at node 1 of the element . Also let the range ...
... element e , which are two end nodes , respectively . The range angle pe of the element equals . - . Let øo be the coordinate variable of the local coordinate system with the origin located at node 1 of the element . Also let the range ...
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21st International Conference alloys analysis anchor applied assessment axial calculated coating coefficient composite compressive Conference on Offshore corrosion crack growth crack initiation damage defect deformation depth Det Norske Veritas developed diameter displacement distribution effect Engineering June 23-28 equation evaluation failure fatigue crack fatigue test Figure finite element flaw flexible pipe flowline fracture mechanics fracture toughness function Grade heat hydrogen hydrogen embrittlement ice load increase installation insulation integrity joint laser weld layer length longitudinal maximum measured mechanical properties method Norsk Hydro Norway Offshore Mechanics parameters performed piezoelectric pipeline plastic plate predicted pressure reliability residual stress rope S-N curve safety factors sensors shown simulation solution specimens steel strain strength stress range surface syntactic foam Table Technology temperature tensile tension thermal thermal conductivity thermal insulation thickness titanium titanium risers uncertainties variables velocity Weibull distribution yield strength