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 242
... DISTRIBUTION are There are two kinds of procedure which commonly used to estimate the long - term stress distribution ; one is the stochastic analysis procedure , which may be more exact method , and the other is the design wave ...
... DISTRIBUTION are There are two kinds of procedure which commonly used to estimate the long - term stress distribution ; one is the stochastic analysis procedure , which may be more exact method , and the other is the design wave ...
Page 258
... distributed according to the Weibull distribution . Figure 10 shows Weibull plots for the critical CTOD values tested at - 10 ° C in various steels ( Harneshaug et al . , 1988 and Harrison and Hart , 1988 ) . The table in the figure ...
... distributed according to the Weibull distribution . Figure 10 shows Weibull plots for the critical CTOD values tested at - 10 ° C in various steels ( Harneshaug et al . , 1988 and Harrison and Hart , 1988 ) . The table in the figure ...
Page 359
... distribution of SIF along the front edge depend not only on a / T but also largely on a / c , and they control the ... distribution of SIF along the crack front edge can not be obtained . Using photoelasticity technique , Kassir and Sih ...
... distribution of SIF along the front edge depend not only on a / T but also largely on a / c , and they control the ... distribution of SIF along the crack front edge can not be obtained . Using photoelasticity technique , Kassir and Sih ...
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