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 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 higher , and temporary post - tensioning could be 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 higher , and temporary post - tensioning could be 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 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications as-welded ASTM axial load behaviour bending brace calculated chord Composite Materials compressive strength corrosion rate crack growth CTOD cycles damage delamination elastomer Engineering environment epoxy experimental failure fatigue crack fatigue design fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness geometry increase initial installation interlaminar fracture laminate layers marine matrix maximum mean stress method Mode modulus moisture nodes nominal notch obtained offshore structures optical fiber parameters performance phenolic pipe plate thickness platform pre-load predicted pressure principal stress pultrusion rebar reinforcement resin resistance riser rubber S-N curves sea water seal shear stress shell shown in Fig space frame specimens steel strain stress concentration stress concentration factor stress range surface crack Table techniques tensile strength tension thickness effect thread tube tubular joints values water mixed concrete weight weld toe welded joints yield strength zone