Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 3American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 234
Normalization of values of the Mode I and Mode I stress intensity factors , K , and Ky , obtained is based on the theoretical bending moment , M , and shear force , Q , in the plane of the crack , leading to ( Gao , Brown and Miller ...
Normalization of values of the Mode I and Mode I stress intensity factors , K , and Ky , obtained is based on the theoretical bending moment , M , and shear force , Q , in the plane of the crack , leading to ( Gao , Brown and Miller ...
Page 265
Using the near tip displacements obtained from the finite element ... validation of the plain plate , the 3 - D T - butt and the tubular joint models ensures accuracy and gives confidence to the results obtained from the final model .
Using the near tip displacements obtained from the finite element ... validation of the plain plate , the 3 - D T - butt and the tubular joint models ensures accuracy and gives confidence to the results obtained from the final model .
Page 299
... the incremental displacement vector obtained by solving eqn ( 18 ) can be used to construct a secant relation for hardening or softening response behavior , which has the following form : ŘO , " = R $ ; " + Ko ; " AU • , n + 1 ( 19 ) ...
... the incremental displacement vector obtained by solving eqn ( 18 ) can be used to construct a secant relation for hardening or softening response behavior , which has the following form : ŘO , " = R $ ; " + Ko ; " AU • , n + 1 ( 19 ) ...
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Contents
FATIGUE GUIDANCE FOR OFFSHORE STRUCTURES | 16 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME II MATERIALS ENGINEERING | 18 |
VOLUME 1B OFFSHORE TECHNOLOGY VOLUME IV ARCTICPOLAR TECHNOLOGY | 135 |
Copyright | |
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analysis applied approach assessment behaviour bending brace calculated carried chord compared comparison concentration connections crack growth crack tip CTOD curve cycles defect depth determined developed distribution effect Engineering equations estimated evaluation experimental factor failure fatigue crack Figure finite element fracture geometry given guidance heating higher improved included increase influence initiation International length limit load lower material mean measured Mechanics method microstructure mode notch obtained Offshore parameters performed pipe plastic plate position predictions present procedure properties range ratio reduced region repair Report Research residual stress shape shown shows side specimens steel strain strength stress intensity factor structures surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide yield yield strength