Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 155
... element with reduced integration ( Element C3D20R ) . The chord end plates were modelled with an eight - noded shell element ( Element S8R5 ) . The weld profiles at the expected hot spot position in all the geometries meet the minimum ...
... element with reduced integration ( Element C3D20R ) . The chord end plates were modelled with an eight - noded shell element ( Element S8R5 ) . The weld profiles at the expected hot spot position in all the geometries meet the minimum ...
Page 331
... element method ( DQFEM ) which uses the differential quadrature ( DQ ) tech- niques to the finite element discretization is used to analyze the static and dynamic nonlinear structural mechanics prob- lems . Numerical time integration in ...
... element method ( DQFEM ) which uses the differential quadrature ( DQ ) tech- niques to the finite element discretization is used to analyze the static and dynamic nonlinear structural mechanics prob- lems . Numerical time integration in ...
Page 336
... element and element boundary , respectively . Integrating by parts for ( 42 ) and considering the traction con- dition , then introducing ( 28 ) , ( 37 ) , ( 39 ) and ( 41 ) into the re- sulting equation the dynamic equilibrium equation ...
... element and element boundary , respectively . Integrating by parts for ( 42 ) and considering the traction con- dition , then introducing ( 28 ) , ( 37 ) , ( 39 ) and ( 41 ) into the re- sulting equation the dynamic equilibrium equation ...
Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
OMAE99MAT2041 | 9 |
Development of the SINTAP Failure Assessment Diagrams for Compatibility With | 19 |
Copyright | |
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addition analysis applications approach ASME assessment base behavior bending CGHAZ Charpy compared component composite condition Conference Copyright crack critical CTOD curve defects deposition depth determined developed distribution dynamic effect element energy Engineering equations equivalent evaluated factors failure fatigue ferrite Figure fire fracture toughness function geometry given hardness heat input impact important improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten observed obtained offshore operating parameters performance phase pipe plate prediction present pressure procedure production properties protection range ratio reduced region requirements residual stress respectively risers safety ship shown shows specimens standards steel strain strength structures surface Table temperature tensile thickness values weld metal welded joints wire yield