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 422
The results deviate from the present design code recommended practice for the design of tubular joints : chord tension reduces the capacity of the joint , while the codes state that this is not the case . The API RP2A function for Op ...
The results deviate from the present design code recommended practice for the design of tubular joints : chord tension reduces the capacity of the joint , while the codes state that this is not the case . The API RP2A function for Op ...
Page 441
RELIABILITY OF SOLUTION METHOD AND EMPIRICAL FORMULAS OF STRESS INTENSITY FACTORS FOR WELD TOE CRACKS OF TUBULAR JOINTS H. Chong Rhee Conoco Incorporated Houston , Texas Shizhong Han and G. S. Gipson School of Civil Engineering Oklahoma ...
RELIABILITY OF SOLUTION METHOD AND EMPIRICAL FORMULAS OF STRESS INTENSITY FACTORS FOR WELD TOE CRACKS OF TUBULAR JOINTS H. Chong Rhee Conoco Incorporated Houston , Texas Shizhong Han and G. S. Gipson School of Civil Engineering Oklahoma ...
Page 463
Prediction of Tubular Joint SIF The predictions for the tubular joints are shown in Figures 4 and 5 . Included in these figures are the results from Newman - Raju and Oore - Burns which were calculated using measured crack aspect ratios ...
Prediction of Tubular Joint SIF The predictions for the tubular joints are shown in Figures 4 and 5 . Included in these figures are the results from Newman - Raju and Oore - Burns which were calculated using measured crack aspect ratios ...
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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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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