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 107
... platforms . The cores have dimensions diameter / height of 75mm / 75mm , and amount to approximately 100 locations for a platform . Four cores are drilled at each location . Most of these cores are tested after 90 days , but some are ...
... platforms . The cores have dimensions diameter / height of 75mm / 75mm , and amount to approximately 100 locations for a platform . Four cores are drilled at each location . Most of these cores are tested after 90 days , but some are ...
Page 127
... Platform ( TLP ) , the first of its kind , has been fully operational for over 5 years . During this period , the TLP has experienced a number of severe storms which it has handled without incident . The production and export of oil has ...
... Platform ( TLP ) , the first of its kind , has been fully operational for over 5 years . During this period , the TLP has experienced a number of severe storms which it has handled without incident . The production and export of oil has ...
Page 128
... platform would behave like a semi- submersible and move in the six degrees of freedom that are associated with all floating bodies , namely : surge , sway , heave , roll , pitch and yaw . The tension legs resist heave , pitch and roll ...
... platform would behave like a semi- submersible and move in the six degrees of freedom that are associated with all floating bodies , namely : surge , sway , heave , roll , pitch and yaw . The tension legs resist heave , pitch and roll ...
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