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 81
... construction does not require a heavy industrial infrastructure and that its cost of construction is lower . However , the weight of a concrete MSF is slightly post - tensioning could be higher , and temporary required during certain ...
... construction does not require a heavy industrial infrastructure and that its cost of construction is lower . However , the weight of a concrete MSF is slightly post - tensioning could be higher , and temporary required during certain ...
Page 85
... Construction Technology Laboratory Skokie , Illinois W. J. Cichanski Construction Technology Laboratory Federal Way , Washington G. C. Hoff Mobil R & D Corporation Dallas , Texas ACKNOWLEDGMENTS The work reported in this paper was part ...
... Construction Technology Laboratory Skokie , Illinois W. J. Cichanski Construction Technology Laboratory Federal Way , Washington G. C. Hoff Mobil R & D Corporation Dallas , Texas ACKNOWLEDGMENTS The work reported in this paper was part ...
Page 107
... Construction The actual in - situ strength of concrete structures is obtained from field tests . The in - situ concrete strength is normally lower than the strength of the corresponding standard test specimens , a reality which is ...
... Construction The actual in - situ strength of concrete structures is obtained from field tests . The in - situ concrete strength is normally lower than the strength of the corresponding standard test specimens , a reality which is ...
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