Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 43
... Mode III crack driving forces as illustrated in Fig . 7 . It is important to realize that the resistance to delamination growth in composites may vary significantly depending on the modes of crack driving force present . In Tab . 1 ...
... Mode III crack driving forces as illustrated in Fig . 7 . It is important to realize that the resistance to delamination growth in composites may vary significantly depending on the modes of crack driving force present . In Tab . 1 ...
Page 47
... Mode I Mode II 64 plies Compression Induces Mixed - Mode Crack Driving Forces in Imbedded Through Width Delamination ( ITWD ) Specimen . - APC - 2 Gic = 1.56 kJ / m2 GIC = 1.23 kJ / m2 Loggoo CYCOM 982 GIC = 0.25 kJ / m2 GIC = 0.74 kJ ...
... Mode I Mode II 64 plies Compression Induces Mixed - Mode Crack Driving Forces in Imbedded Through Width Delamination ( ITWD ) Specimen . - APC - 2 Gic = 1.56 kJ / m2 GIC = 1.23 kJ / m2 Loggoo CYCOM 982 GIC = 0.25 kJ / m2 GIC = 0.74 kJ ...
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 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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analysis applications approach axial behaviour bending brace calculated chord combined compared components composite compression concrete connection considered construction corrosion crack growth critical curve cycles damage depth determined direction distribution effect Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal intersection length limit load lower material maximum mean measured mechanics metal method mode nodes nominal normal notch observed obtained offshore offshore structures parameters performance pipe plate position predicted present pressure procedure production properties range ratio reduced reinforcement Research resistance seal shear shell shown shows solutions specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tensile tension thickness thread tube tubular joints weight weld