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 341
These methods are generic differential guadrature ( GDQ ) , extended differential
quadrature ( EDQ ) and the related ... It is difficult to deal with continuum
mechanics problems showing complex curvilinear geometries by using this
method .
These methods are generic differential guadrature ( GDQ ) , extended differential
quadrature ( EDQ ) and the related ... It is difficult to deal with continuum
mechanics problems showing complex curvilinear geometries by using this
method .
Page 351
Methods Engr . , Vol . 16 , pp . 559 - 568 . 21 . Chen , C . N . , 2000 , ” The
nonprismatic thinwalled beam model of the differential quadrature element
method , ” J . Ship Research , Vol . 44 , pp . 231 - 246 . 22 . Chen , C . N . , 2001 ,
” Analysis of ...
Methods Engr . , Vol . 16 , pp . 559 - 568 . 21 . Chen , C . N . , 2000 , ” The
nonprismatic thinwalled beam model of the differential quadrature element
method , ” J . Ship Research , Vol . 44 , pp . 231 - 246 . 22 . Chen , C . N . , 2001 ,
” Analysis of ...
Page 367
An efficient method that can be used to develop solution algorithms for the
buckling of a shear deformable bar structure is ... The method of DQ
approximates a partial derivative of a variable function with respect to a
coordinate at a node as a ...
An efficient method that can be used to develop solution algorithms for the
buckling of a shear deformable bar structure is ... The method of DQ
approximates a partial derivative of a variable function with respect to a
coordinate at a node as a ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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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