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 344
It has been shown that the thickness effect in welded joints is almost exclusively determined by geometric parameters ( Berge and Webster 1987 ) , and that it is dominated by the weld - toe stress concentration factor . SCF .
It has been shown that the thickness effect in welded joints is almost exclusively determined by geometric parameters ( Berge and Webster 1987 ) , and that it is dominated by the weld - toe stress concentration factor . SCF .
Page 480
It was assumed that the stress distribution through the brace wall could be approximated to a combined axial and bending stress . The axial to bending stress ratio was determined from ( 10 ) and taken to be 2 : 3 for the brace .
It was assumed that the stress distribution through the brace wall could be approximated to a combined axial and bending stress . The axial to bending stress ratio was determined from ( 10 ) and taken to be 2 : 3 for the brace .
Page 521
Coupon Thickness , mm Temp . , ° C Jic , MPavm Determine Fatigue Crack Growth Properties of the Material UK21 JA22 ... Determine the Critical Crack Depth The material properties C and m are generally determined through a laboratory test ...
Coupon Thickness , mm Temp . , ° C Jic , MPavm Determine Fatigue Crack Growth Properties of the Material UK21 JA22 ... Determine the Critical Crack Depth The material properties C and m are generally determined through a laboratory test ...
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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
Bibliographic information
| Title | 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 Part 2 of Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering - 1991. Vol. 3, Materials engineering |
| Editor | Mamdouh M. Salama |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791807207, 9780791807200 |
| Length | 323 pages |
| Export Citation | BiBTeX EndNote RefMan |