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 433
STRESS CONCENTRATIONS IN X - JOINTS WITH EQUAL DIAMETER Morten Baerheim STATOIL Stavanger , Norway THE UNIVERSITY OF MICH ! ... results from a series of 9 X - joints with B = 1.0 that were analyzed for stress concentration factors .
STRESS CONCENTRATIONS IN X - JOINTS WITH EQUAL DIAMETER Morten Baerheim STATOIL Stavanger , Norway THE UNIVERSITY OF MICH ! ... results from a series of 9 X - joints with B = 1.0 that were analyzed for stress concentration factors .
Page 435
For the smaller cutbacks and flush welding or lower stress concentrations it is located some 30 ° towards the crown ... The stress concentration factor is defined as the highest principal stress in the chord / brace weld area divided by ...
For the smaller cutbacks and flush welding or lower stress concentrations it is located some 30 ° towards the crown ... The stress concentration factor is defined as the highest principal stress in the chord / brace weld area divided by ...
Page 436
Formulas for stress concentrations are therefore only developed for moments in both chord and braces . The chord inside and brace inside stress concentration factors are considerably less than the corresponding values for chord and ...
Formulas for stress concentrations are therefore only developed for moments in both chord and braces . The chord inside and brace inside stress concentration factors are considerably less than the corresponding values for chord and ...
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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