Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 342
The governing differential or partial differential equations defined on the elements , the transition conditions on inter - element boundaries and the boundary conditions on the analysis domain boundary are in computable algebraic forms ...
The governing differential or partial differential equations defined on the elements , the transition conditions on inter - element boundaries and the boundary conditions on the analysis domain boundary are in computable algebraic forms ...
Page 363
In defining the discrete natural transition conditions and natural boundary conditions , on AB , two natural boundary conditions are defined at all nodes except A ; on BC , two natural boundary conditions are defined at all nodes except ...
In defining the discrete natural transition conditions and natural boundary conditions , on AB , two natural boundary conditions are defined at all nodes except A ; on BC , two natural boundary conditions are defined at all nodes except ...
Page 367
The DQEM uses the DQ to discretize the buckling equilibrium equation defined on each element , the transition conditions defined on the inter - element boundary of two adjacent elements and the boundary conditions of the beam .
The DQEM uses the DQ to discretize the buckling equilibrium equation defined on each element , the transition conditions defined on the inter - element boundary of two adjacent elements and the boundary conditions of the beam .
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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Common terms and phrases
analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield
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, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835367, 9780791835364 |
| Export Citation | BiBTeX EndNote RefMan |