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 9
The assessment of data for as - welded T - butt and cruciform joints [ 3 , 4 , 31-38 ) with thicknesses in the range 16mm to 200mm and an attachment to main plate thickness ratio , t , of 1 yielded a thickness exponent of 0.29 for m = 3 ...
The assessment of data for as - welded T - butt and cruciform joints [ 3 , 4 , 31-38 ) with thicknesses in the range 16mm to 200mm and an attachment to main plate thickness ratio , t , of 1 yielded a thickness exponent of 0.29 for m = 3 ...
Page 57
In the present side notch 20 = ( 1 + 1 - ( 1 3 section , the main attention is paid to the two ( under tension ) ( Plane strair ( notch angle = 20 ) fracture controlling parameters : i . plate thickness , B , and ii . crack size , a W.
In the present side notch 20 = ( 1 + 1 - ( 1 3 section , the main attention is paid to the two ( under tension ) ( Plane strair ( notch angle = 20 ) fracture controlling parameters : i . plate thickness , B , and ii . crack size , a W.
Page 206
The curves of Figure 6 also show the thickness effect in fatigue , in most codes taken as , N , = N ( 1/1 ) 0.75 ( 2 ) ... The chord plate thicknesses of the CRHS joints were in the range 6.3-12.5 mm , whereas the T curve was derived on ...
The curves of Figure 6 also show the thickness effect in fatigue , in most codes taken as , N , = N ( 1/1 ) 0.75 ( 2 ) ... The chord plate thicknesses of the CRHS joints were in the range 6.3-12.5 mm , whereas the T curve was derived on ...
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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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Common terms and phrases
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