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
ABSTRACT wherein the different parameters are identified and the reliability of available test methodologies is being evaluated . In general the test methods including those for the assessment of rebar corrosion can be classified as ...
ABSTRACT wherein the different parameters are identified and the reliability of available test methodologies is being evaluated . In general the test methods including those for the assessment of rebar corrosion can be classified as ...
Page 98
The second term ( i.e. the time to unacceptable corrosion ty ) is further defined by Page ( 1986 ) is as follows : th : ( 2 ) 2.2.1 Concrete Parameters Cement content , type of cement , water cement ratio , aggregate type and size ...
The second term ( i.e. the time to unacceptable corrosion ty ) is further defined by Page ( 1986 ) is as follows : th : ( 2 ) 2.2.1 Concrete Parameters Cement content , type of cement , water cement ratio , aggregate type and size ...
Page 102
CONCLUDING REMARKS The paper presents a brief review of the parameters and the relevant test methodologies influencing the rebar corrosion in concrete . These parameters can be broadly classified under three major sections ...
CONCLUDING REMARKS The paper presents a brief review of the parameters and the relevant test methodologies influencing the rebar corrosion in concrete . These parameters can be broadly classified under three major sections ...
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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