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 162
... reduced . For this particular case , a reduction in temperature from 20 ° C to -15 ° C gives an approximate increase in modulus of seven times the value at room temperature . Figure 2 is a plot of the shear loss modulus ( G " ) versus ...
... reduced . For this particular case , a reduction in temperature from 20 ° C to -15 ° C gives an approximate increase in modulus of seven times the value at room temperature . Figure 2 is a plot of the shear loss modulus ( G " ) versus ...
Page 170
... reducing the ACN level of an NBR elastomer does in fact greatly improve the low temperature cap- ability of the material but this change also lowers the oil resistance and the continuous use ceiling tempera- ture is reduced from 125 ...
... reducing the ACN level of an NBR elastomer does in fact greatly improve the low temperature cap- ability of the material but this change also lowers the oil resistance and the continuous use ceiling tempera- ture is reduced from 125 ...
Page 332
... reduced the SCF in the fillet by 25 % , in the brace weld with 14 % and in the chord weld by 50 % . The results are summarized in Table 4 . Simple node behaviour . The results are summarized in Table 5. In the fillet area the SCF ...
... reduced the SCF in the fillet by 25 % , in the brace weld with 14 % and in the chord weld by 50 % . The results are summarized in Table 4 . Simple node behaviour . The results are summarized in Table 5. In the fillet area the SCF ...
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