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 36
5 % The objective of employing response surface techniques is to establish an
analytical approximation to the functional relationship between the structural
response and the input variables . The response surface function will replace
discrete ...
5 % The objective of employing response surface techniques is to establish an
analytical approximation to the functional relationship between the structural
response and the input variables . The response surface function will replace
discrete ...
Page 262
These two penalty functions represent conditions often required in practical
applications , since all modifications in ... This consists in the maximization of
each local cost function separately leading to a set of optimal performance
indices Ji , J ...
These two penalty functions represent conditions often required in practical
applications , since all modifications in ... This consists in the maximization of
each local cost function separately leading to a set of optimal performance
indices Ji , J ...
Page 343
OUP abil of variable function and / or its possible derivatives at all nodes ( 4 - 5 ) .
Thus in solving a ... + p at discrete point a can be expressed by The variable
function can be a set of appropriate analytical functions denoted by Tis ( $ , . . . , 0
) ...
OUP abil of variable function and / or its possible derivatives at all nodes ( 4 - 5 ) .
Thus in solving a ... + p at discrete point a can be expressed by The variable
function can be a set of appropriate analytical functions denoted by Tis ( $ , . . . , 0
) ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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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 finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading 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