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
... discrete fundamental equations the overall algebraic system can be obtained which is used to solve the problem . The interior elements can be regular . However , in order to solve the problem having an arbi- trary analysis domain ...
... discrete fundamental equations the overall algebraic system can be obtained which is used to solve the problem . The interior elements can be regular . However , in order to solve the problem having an arbi- trary analysis domain ...
Page 343
... discrete funda- mental relation can be defined at a point which is not a node . If a point used for defining discrete fundamental re- lations is also a node , it is not necessary that the number of discrete fundamental relations at that ...
... discrete funda- mental relation can be defined at a point which is not a node . If a point used for defining discrete fundamental re- lations is also a node , it is not necessary that the number of discrete fundamental relations at that ...
Page 346
... discrete kinematic transition conditions are w , wit1 and viv . = = vi + 1 The natural transition conditions are the equilibrium conditions of internal forces and inertia forces on the inter- element boundary between two adjacent ...
... discrete kinematic transition conditions are w , wit1 and viv . = = vi + 1 The natural transition conditions are the equilibrium conditions of internal forces and inertia forces on the inter- element boundary between two adjacent ...
Contents
Fatigue Capacity | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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analysis applied Arctic Engineering assessment axial base metal bending brittle buckling calculated CGHAZ Charpy impact Charpy impact test components compressive Conference on Offshore crack arrest crack growth criterion CTOD test cycle defined deformation developed discrete displacement distribution DQEM ductile crack initiation dynamic effect elastic equation evaluated failure fatigue cracks ferrite Figure finite element flexible pipe FPSO Fracture Mechanics fracture toughness function fusion line hot spot hull indentation linepipe loading material maximum mechanical properties Mechanics and Arctic method microstructure node notch obtained Offshore Mechanics offshore structures parameters performed pipeline predicted pressure region Rio de Janeiro riser S-N curves shown in Fig shows simulated specimens steel plates stress concentration stress intensity factor surface cracks surface layer Table temperature tensile strength thermal thickness underwater underwater welding virgin steel Weibull distribution weld metal weld toe welded joints weldment yield strength