Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering, 1991: Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering, Volume 3 |
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Page 483
On the basis of a Charpy energy value of 39 J for the HAZ and the material yield strength of 390 N / mm2 , a critical CTOD value of 0.14mm was calculated from the Barsom - Rolfe relationship . This assumes that the weldability test ...
On the basis of a Charpy energy value of 39 J for the HAZ and the material yield strength of 390 N / mm2 , a critical CTOD value of 0.14mm was calculated from the Barsom - Rolfe relationship . This assumes that the weldability test ...
Page 572
Table 5 shows the results from testing of supported waterfilled ( 10 bars ) and empty pipes at an impact energy of 1100J ( 30,3kg from 3,7m ) . The results showed no significant difference in damage usteder the pipes were empty or ...
Table 5 shows the results from testing of supported waterfilled ( 10 bars ) and empty pipes at an impact energy of 1100J ( 30,3kg from 3,7m ) . The results showed no significant difference in damage usteder the pipes were empty or ...
Page 573
012.5 020 075 Striking head Energy Pressure 10 bar 20J 0 17 ) 1,5 ml / min 3,0 ml / min 3,7 ml / min 17 ) weeping 0,8 ml / min 15 ml / min 0 20 bar 40 bar 0 Inc'rumented Falling Weight Tests A typical force - deformation relationship ...
012.5 020 075 Striking head Energy Pressure 10 bar 20J 0 17 ) 1,5 ml / min 3,0 ml / min 3,7 ml / min 17 ) weeping 0,8 ml / min 15 ml / min 0 20 bar 40 bar 0 Inc'rumented Falling Weight Tests A typical force - deformation relationship ...
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Contents
THICKNESS EFFECT | 305 |
OFFSHORE TECHNOLOGY PART | 315 |
Influence of the Welding Procedure on the Ferrite Content and Fracture Toughness of Duplex | 323 |
Copyright | |
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Common terms and phrases
analysis applied assessment attachment axial axial load Basic bending brace calculated carried chord compared comparison composite considered constant crack depth crack growth curve cycles defect dependence determined diameter distribution Energy Engineering equation experimental failure fatigue strength Figure finite element fire force fracture mechanics function geometry given impact improved included increasing indicated initiation integration International layer length limit load material mean measured method obtained offshore offshore structures parameters performance pipe plastic plate plate thickness predictions present pressure problem procedure propagation protection ratio reference respectively root seawater shown shows solutions specimens steel strain stress concentration stress intensity factor stress range structures surface surface crack Table temperature tension thickness effect tubular joints values wall weight weld toe