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 119
... observed . Resistivity of the fresh water mixed concrete and sea water mixed concrete exposed in the atmospheric zone is higher than that of the concrete exposed in tidal and immersed zones . The concrete resistivity observed in tidal ...
... observed . Resistivity of the fresh water mixed concrete and sea water mixed concrete exposed in the atmospheric zone is higher than that of the concrete exposed in tidal and immersed zones . The concrete resistivity observed in tidal ...
Page 120
... observed after 180 days of exposure in the immersed zone is less than that of the corrosion rate observed during the same period in the atmospheric zone ( Fig.4 ) and in the tidal zone ( Fig.5 ) . This may be due to the fact that in the ...
... observed after 180 days of exposure in the immersed zone is less than that of the corrosion rate observed during the same period in the atmospheric zone ( Fig.4 ) and in the tidal zone ( Fig.5 ) . This may be due to the fact that in the ...
Page 502
... observed that the weaving parameters affected the strength of the output signals generated by the seam tracking system . However , the " mean " value of the surface correction signal ( which is the value used by the robot's control unit ...
... observed that the weaving parameters affected the strength of the output signals generated by the seam tracking system . However , the " mean " value of the surface correction signal ( which is the value used by the robot's control unit ...
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