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 423
THE EFFECT OF LARGE DEFLECTION ON THE ELASTO - PLASTIC BEHAVIOR OF TUBULAR JOINTS OF OFFSHORE PLATFORMS W. M. Chen Shanghai Jiao Tong Univesity Shanghai , People's Republic of China THE UNIVERSITY OF ROCHA ܃ ܃ ܃ 4 ܬ݂ܝܺܐ̱ A ...
THE EFFECT OF LARGE DEFLECTION ON THE ELASTO - PLASTIC BEHAVIOR OF TUBULAR JOINTS OF OFFSHORE PLATFORMS W. M. Chen Shanghai Jiao Tong Univesity Shanghai , People's Republic of China THE UNIVERSITY OF ROCHA ܃ ܃ ܃ 4 ܬ݂ܝܺܐ̱ A ...
Page 538
INTRODUCTION , ED ij ' Floijs ; , K ) = 0 * ( 1 ) where Oiná strain hardening parameter respecEi and k represent stress , plastic strain tively . Adopting F as the plastic potential and considering the normality rule , the increment of ...
INTRODUCTION , ED ij ' Floijs ; , K ) = 0 * ( 1 ) where Oiná strain hardening parameter respecEi and k represent stress , plastic strain tively . Adopting F as the plastic potential and considering the normality rule , the increment of ...
Page 542
The development of plastic zone following the increase of external load for the load factor up to .70 is shown in figure 11. From this figure , it would be known that tremendous plastic expansion does occur before the initiation of ...
The development of plastic zone following the increase of external load for the load factor up to .70 is shown in figure 11. From this figure , it would be known that tremendous plastic expansion does occur before the initiation of ...
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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