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 97
... corrosion testing for providing a data base to control corrosion is felt essential . The main aim of the present paper is to review in detail about the factors governing rebar corrosion and the methods of testing adopted by several ...
... corrosion testing for providing a data base to control corrosion is felt essential . The main aim of the present paper is to review in detail about the factors governing rebar corrosion and the methods of testing adopted by several ...
Page 99
... CORROSION CONCRETE RESISTIVITY MARINE ENVIRONMENT OXYGEN CARBONDIOXIDE CHLORIDE CONCRETE DETERIORATION SULPHATE STEEL CORROSION + PH CONCRETE PRESSURE + HAVE STEEL CORROSION TIDE CONCRETE ABRASION VELOCITY STEEL CORROSION + CONCRETE ...
... CORROSION CONCRETE RESISTIVITY MARINE ENVIRONMENT OXYGEN CARBONDIOXIDE CHLORIDE CONCRETE DETERIORATION SULPHATE STEEL CORROSION + PH CONCRETE PRESSURE + HAVE STEEL CORROSION TIDE CONCRETE ABRASION VELOCITY STEEL CORROSION + CONCRETE ...
Page 120
... corrosion rate of the steel embedded in concrete with 0.50 water cement ratio . 5.2.3 Corrosion rate in the immersed zone From Fig.6 it can be seen that the corrosion rate observed after 180 days of exposure in the immersed zone is less ...
... corrosion rate of the steel embedded in concrete with 0.50 water cement ratio . 5.2.3 Corrosion rate in the immersed zone From Fig.6 it can be seen that the corrosion rate observed after 180 days of exposure in the immersed zone is less ...
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 axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld