Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page ix
Three - Dimensional Finite Element Analysis of Threaded Joints H. C. Rhee 285 .. 293 299 307 313 TUBULAR JOINTS An Analytical Method for Ultimate Strength Evaluation of Tubular Joints W. F. Cofer and K. M. Will .
Three - Dimensional Finite Element Analysis of Threaded Joints H. C. Rhee 285 .. 293 299 307 313 TUBULAR JOINTS An Analytical Method for Ultimate Strength Evaluation of Tubular Joints W. F. Cofer and K. M. Will .
Page 307
THE FLEXIBILITY BEHAVIOR OF TUBULAR JOINTS IN OFFSHORE PLATFORMS T. Chen and S. Wu Shanghai Jiao Tong University Shanghai , People's Republic of China L. Yang Shandong Institute of Civil Engineering Shandong , People's Republic of China ...
THE FLEXIBILITY BEHAVIOR OF TUBULAR JOINTS IN OFFSHORE PLATFORMS T. Chen and S. Wu Shanghai Jiao Tong University Shanghai , People's Republic of China L. Yang Shandong Institute of Civil Engineering Shandong , People's Republic of China ...
Page 316
A new project on the optimum design of ring stiffened tubular joints is under investigation . REFERENCES Using above formulae , SCFs of four typical ring stiffened T joints have been calculated in Table 4 , together with those obtained ...
A new project on the optimum design of ring stiffened tubular joints is under investigation . REFERENCES Using above formulae , SCFs of four typical ring stiffened T joints have been calculated in Table 4 , together with those obtained ...
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
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analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld