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 43
... ( Mode I and Mode II crack surface displacements ) develop at the tips of the cracks ( see Fig . 10 ) . 8 . 9 . 10 . 11 . 12 . contains embedded Kapton film between designated plies to provide a starter crack for subsequent fracture ...
... ( Mode I and Mode II crack surface displacements ) develop at the tips of the cracks ( see Fig . 10 ) . 8 . 9 . 10 . 11 . 12 . contains embedded Kapton film between designated plies to provide a starter crack for subsequent fracture ...
Page 47
... Mode I Mode II 64 plies Compression Induces Mixed - Mode Crack Driving Forces in Imbedded Through Width Delamination ( ITWD ) Specimen . 0.350 - 0.325 GIC APC - 2 = 1.56 kJ / m2 GIC = 1.23 kJ / m2 0.300 0.275 PTC 0.250 Loggos CYCOM 982 ...
... Mode I Mode II 64 plies Compression Induces Mixed - Mode Crack Driving Forces in Imbedded Through Width Delamination ( ITWD ) Specimen . 0.350 - 0.325 GIC APC - 2 = 1.56 kJ / m2 GIC = 1.23 kJ / m2 0.300 0.275 PTC 0.250 Loggos CYCOM 982 ...
Page 122
... ( mode 1 ) and the punching shear ( mode 3 ) . This mixed mechanism is explained by the development of appreciable bending moment effects in cracks ( yield lines ) located in the surroundings of loaded zone , simultaneously to a punching ...
... ( mode 1 ) and the punching shear ( mode 3 ) . This mixed mechanism is explained by the development of appreciable bending moment effects in cracks ( yield lines ) located in the surroundings of loaded zone , simultaneously to a punching ...
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