Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 65
Page 224
0.037 ( 9 ) 0.566 for et > 1 T n ( c ) Distribution of weld defects : Fatigue cracks in tubular joints originate from weld defects . Thus weld defect size and distribution in the joint have important influence fatigue life .
0.037 ( 9 ) 0.566 for et > 1 T n ( c ) Distribution of weld defects : Fatigue cracks in tubular joints originate from weld defects . Thus weld defect size and distribution in the joint have important influence fatigue life .
Page 251
Equation 1 addresses the fatigue failure probabil . ity of an individual joint . Although the failure definition can ... Inspection of a sample of joints raises questions about the probability of having a failure in the entire sample .
Equation 1 addresses the fatigue failure probabil . ity of an individual joint . Although the failure definition can ... Inspection of a sample of joints raises questions about the probability of having a failure in the entire sample .
Page 257
START ASSUME NO CRACK FOUND AT JOINT ( EQS 8 ) CALCULATE NEW BIAS FROM ( EQS . 1 & 2 ) By -1 ( ppy ! 4p , a + 1 a + b 3 1 / m COMPUTE DETERMINISTIC DAMAGE ESTIMATES ( EQ 3 ) py 2 . B , exp ( -OnTB , ) ( a + 1 ) ( b + 2 ) ( a + b + 3 ) 2 ...
START ASSUME NO CRACK FOUND AT JOINT ( EQS 8 ) CALCULATE NEW BIAS FROM ( EQS . 1 & 2 ) By -1 ( ppy ! 4p , a + 1 a + b 3 1 / m COMPUTE DETERMINISTIC DAMAGE ESTIMATES ( EQ 3 ) py 2 . B , exp ( -OnTB , ) ( a + 1 ) ( b + 2 ) ( a + b + 3 ) 2 ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind