Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 271
... CONNECTION The schematic geometry of the connection analyzed in the study is shown in Fig . 5. The thread consists of 15 teeth for it was found [ 10 ] that it was the optimum thread length for this connection . The most important ...
... CONNECTION The schematic geometry of the connection analyzed in the study is shown in Fig . 5. The thread consists of 15 teeth for it was found [ 10 ] that it was the optimum thread length for this connection . The most important ...
Page 272
... connection without pre - load Ao ? = σmaz - Ocp for the connection with pre - load ( 5 ) ( 6 ) The nominal and local stress ranges in a connection with the pre - load Pp = 50 units are shown in Fig . 10. It is apparent that for loads ...
... connection without pre - load Ao ? = σmaz - Ocp for the connection with pre - load ( 5 ) ( 6 ) The nominal and local stress ranges in a connection with the pre - load Pp = 50 units are shown in Fig . 10. It is apparent that for loads ...
Page 507
... connections . The connection pad allows joint flexure , diminishing maximum stresses prior to reaching the underwater welds and improving energy absorption of the tubular joint . Air welds , at maximum stress locations withstand more of ...
... connections . The connection pad allows joint flexure , diminishing maximum stresses prior to reaching the underwater welds and improving energy absorption of the tubular joint . Air welds , at maximum stress locations withstand more of ...
Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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applied as-welded ASTM axial load behaviour bending brace calculated components Composite Materials compression concrete Conoco Inc corrosion rate crack depth crack propagation CTOD cycles damage delamination developed elastomer Engineering experimental failure fatigue design fatigue limit fatigue strength fatigue tests finite element analysis forged nodes fracture mechanics fracture toughness geometry hot spot stress intersection laminate Marine matrix maximum mean stress method mode modulus nominal notch obtained offshore structures parameters performance pipe plate thickness platform pre-load predicted pressure principal stress properties pultrusion ratio rebar reinforcement resin resistance ring stiffened riser rubber S-N curve seal shear stress shell elements shown in Figure specimens steel stiffness strain stress analysis stress concentration stress concentration factor stress intensity factor stress range surface crack T-joint Table technique tensile tension thickness effect threaded joint tube tubular joints weld profile weld toe welded joints yield strength zone