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 98
FACTORS GOVERNING THE CORROSION BEHAVIOUR OF STEEL IN CONCRETE UNDER MARINE ENVIRONMENT In this high alkaline environment a thin protective coating ( Fe203 ) is formed on the steel surface and remains intact upto pH 12.5 .
FACTORS GOVERNING THE CORROSION BEHAVIOUR OF STEEL IN CONCRETE UNDER MARINE ENVIRONMENT In this high alkaline environment a thin protective coating ( Fe203 ) is formed on the steel surface and remains intact upto pH 12.5 .
Page 115
ABSTRACT The phenomenon of rebar corrosion will mainly depend on the interaction of marine environment with properties of concrete and steel , In the present investigation it is aimed to study the corrosion rate of steel in concrete ...
ABSTRACT The phenomenon of rebar corrosion will mainly depend on the interaction of marine environment with properties of concrete and steel , In the present investigation it is aimed to study the corrosion rate of steel in concrete ...
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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 |
37 other sections not shown
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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |