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 107
... lower than the strength of the corresponding standard test specimens , a reality which is reflected in the design codes . This effect is investigated by drilling cores out of several platforms . The cores have dimensions diameter ...
... lower than the strength of the corresponding standard test specimens , a reality which is reflected in the design codes . This effect is investigated by drilling cores out of several platforms . The cores have dimensions diameter ...
Page 119
... 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 resistivity of the fresh water mixed concrete and sea water mixed ...
... 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 resistivity of the fresh water mixed concrete and sea water mixed ...
Page 178
... lower fatigue strength at heavier thicknesses . Furthermore , detail " D " , with its more severe notch , shows much lower fatigue performance across the board than detail " A " . New A.W.S. size / profile rules Following the Cambridge ...
... lower fatigue strength at heavier thicknesses . Furthermore , detail " D " , with its more severe notch , shows much lower fatigue performance across the board than detail " A " . New A.W.S. size / profile rules Following the Cambridge ...
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