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
EVALUATION OF REBAR CORROSION IN CONCRETE UNDER MARINE ENVIRONMENT K. G. Babu , P. V. S. N. Raju , and U. R. Raju Ocean Engineering Centre Indian Institute of Technology Madras , India Fig.1 Major Environmental parameters and Their ...
EVALUATION OF REBAR CORROSION IN CONCRETE UNDER MARINE ENVIRONMENT K. G. Babu , P. V. S. N. Raju , and U. R. Raju Ocean Engineering Centre Indian Institute of Technology Madras , India Fig.1 Major Environmental parameters and Their ...
Page 99
DTECT MARINE DWI ROKIDNT C. CHARACTERISTICS Corrosion of Sheltered Zones Prominent , Carbonation ATMOSPHERIC ZONE OXYGEN CARBONDIOXIDE STELL DEPOLARISATION + CONCRETE CARBONATION + STEEL CORROSION + CONCRETE RESISTIVITY + CONCRETE ...
DTECT MARINE DWI ROKIDNT C. CHARACTERISTICS Corrosion of Sheltered Zones Prominent , Carbonation ATMOSPHERIC ZONE OXYGEN CARBONDIOXIDE STELL DEPOLARISATION + CONCRETE CARBONATION + STEEL CORROSION + CONCRETE RESISTIVITY + CONCRETE ...
Page 120
The corrosion rate of the steel embedded in fresh water mixed concrete with 0.40 water cement ratio is 1.4 to 4 times ... ACKNOWLEDGEMENTS 5.2.3 Corrosion rate in the immersed zone to The authors are thankful to authorities of Indian ...
The corrosion rate of the steel embedded in fresh water mixed concrete with 0.40 water cement ratio is 1.4 to 4 times ... ACKNOWLEDGEMENTS 5.2.3 Corrosion rate in the immersed zone to The authors are thankful to authorities of Indian ...
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
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analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence 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 predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld