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 103
... Concrete " , American Concrete Institute Journal , Vol.73 , No.9 , pp 512-516 . Gjorv , O.E. , Vennesland , O. and E Busaidy , A.H.S. , 1977 , " Electrical Resistivity of Concrete in Oceans " , Proceed- ings of the Offshore Technology ...
... Concrete " , American Concrete Institute Journal , Vol.73 , No.9 , pp 512-516 . Gjorv , O.E. , Vennesland , O. and E Busaidy , A.H.S. , 1977 , " Electrical Resistivity of Concrete in Oceans " , Proceed- ings of the Offshore Technology ...
Page 109
... Concrete Grades for Slipformed Cell Walls 1974-87 The variability of the concrete strength is moderat , under practical construction conditions the coefficient of variation is in the order of 2,4 4,5 % . - A particular feature of concrete ...
... Concrete Grades for Slipformed Cell Walls 1974-87 The variability of the concrete strength is moderat , under practical construction conditions the coefficient of variation is in the order of 2,4 4,5 % . - A particular feature of concrete ...
Page 119
... concrete is less than that of the fresh water mixed concrete . The lower resistivity of the sea water mixed concrete can be attributed to thechlorides present in concrete mixed with sea water . From Table 6 it can be observed that the ...
... concrete is less than that of the fresh water mixed concrete . The lower resistivity of the sea water mixed concrete can be attributed to thechlorides present in concrete mixed with sea water . From Table 6 it can be observed that the ...
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