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 234
... predicted identical fatigue lives for all three loading paths . The nominal von Mises approach predicted identical fatigue lives for loading paths F and J , while predicting an increased fatigue damage for loading path I. Only the ...
... predicted identical fatigue lives for all three loading paths . The nominal von Mises approach predicted identical fatigue lives for loading paths F and J , while predicting an increased fatigue damage for loading path I. Only the ...
Page 236
... predicted for both loading cases . The macroscopic crack growth reflects the At orientation predicted by the Findley model . At the onset of final failure , cracking occurred again on the maximum shear stress orientation . CONCLUSIONS ...
... predicted for both loading cases . The macroscopic crack growth reflects the At orientation predicted by the Findley model . At the onset of final failure , cracking occurred again on the maximum shear stress orientation . CONCLUSIONS ...
Page 383
... Predicted and Tested Crack Growth ( Specimen No. W6-20 ) Fig . 8 Comparison of Predicted and Tested Fatigue Lives of Tubular T - Joints 10 20 PREDICTION TWI TEST NORMALIZED CRACK DEPTH , a / T 1.0 106 PREDICTED FATIGUE CYCLES 107 30 0.8 ...
... Predicted and Tested Crack Growth ( Specimen No. W6-20 ) Fig . 8 Comparison of Predicted and Tested Fatigue Lives of Tubular T - Joints 10 20 PREDICTION TWI TEST NORMALIZED CRACK DEPTH , a / T 1.0 106 PREDICTED FATIGUE CYCLES 107 30 0.8 ...
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