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 185
... Effects of post weld treatment and weld profiling are summarized . Thickness effect clauses in European design codes for offshore structures are reviewed , and trends for further development are indicated . INTRODUCTION The thickness effect ...
... Effects of post weld treatment and weld profiling are summarized . Thickness effect clauses in European design codes for offshore structures are reviewed , and trends for further development are indicated . INTRODUCTION The thickness effect ...
Page 689
... effect , the technological effect and the geometrical size effect . The statistical effect is associated with the higher probability of Occurrence of a large defect in an increased volume of material , resulting in lower strength for ...
... effect , the technological effect and the geometrical size effect . The statistical effect is associated with the higher probability of Occurrence of a large defect in an increased volume of material , resulting in lower strength for ...
Page 692
... effect is in this case nearly the same as in the SAE rule with n 0.102 . = Technological size effects . Specimens cut from large billets are known to have lower strength than specimens from the same material rolled or forged to thinner ...
... effect is in this case nearly the same as in the SAE rule with n 0.102 . = Technological size effects . Specimens cut from large billets are known to have lower strength than specimens from the same material rolled or forged to thinner ...
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