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 191
... matrix - dominant failure , such as transverse and in - plane shear strengths , would have the most influence on the ... ( matrix ) failure regime , and 3 ) Transverse stress dominated ( matrix ) failure regime . The extend of the fiber ...
... matrix - dominant failure , such as transverse and in - plane shear strengths , would have the most influence on the ... ( matrix ) failure regime , and 3 ) Transverse stress dominated ( matrix ) failure regime . The extend of the fiber ...
Page 278
... matrix . For the specimen which was not sub - zero treated , the heavy deformation occurred in the matrix between neighboring M - A . Other specimens simulating UA CGHAZ and SCR CGHAZ exhibited the similar behaviors with synthetic IC ...
... matrix . For the specimen which was not sub - zero treated , the heavy deformation occurred in the matrix between neighboring M - A . Other specimens simulating UA CGHAZ and SCR CGHAZ exhibited the similar behaviors with synthetic IC ...
Page 333
... matrix to obtain an equivalent stiffness matrix for the Newton - Raphson iteration . Broyden's method is a generalization technique of the se- cant method . Let Ko " denote the equivalent secant stiffness matrix of this method . Ko ...
... matrix to obtain an equivalent stiffness matrix for the Newton - Raphson iteration . Broyden's method is a generalization technique of the se- cant method . Let Ko " denote the equivalent secant stiffness matrix of this method . Ko ...
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