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 95
... Cycles Change in wt . ( % ) 5 10 -1.3 20 0.4 50 1.0 90 - 100 0.6 wt = weight ; Change in Weight ( % ) 5 % Na , SO4 ... Cycles Fig . 1. Change in Weight with Number of Cycles Change in thickness ( % ) 5 % Sodium Sulphate ** 10 % Sodium ...
... Cycles Change in wt . ( % ) 5 10 -1.3 20 0.4 50 1.0 90 - 100 0.6 wt = weight ; Change in Weight ( % ) 5 % Na , SO4 ... Cycles Fig . 1. Change in Weight with Number of Cycles Change in thickness ( % ) 5 % Sodium Sulphate ** 10 % Sodium ...
Page 96
... Cycles Fig.3 . Change in Strength with Number of cycles different solutions . As expected the higher solution con- centrations have reduced strength to a higher degree . However , the trend exhibited that weight was not followed in ...
... Cycles Fig.3 . Change in Strength with Number of cycles different solutions . As expected the higher solution con- centrations have reduced strength to a higher degree . However , the trend exhibited that weight was not followed in ...
Page 383
... CYCLES , N TESTED FATIGUE CYCLES 107 O TWI TEST ONEL TEST A DELFT TEST 105 105 106 PREDICTED FATIGUE CYCLES 107 Fig . 6 Comparison of Predicted and Tested Crack Growth ( Specimen No. W6-20 ) Fig . 8 Comparison of Predicted and Tested ...
... CYCLES , N TESTED FATIGUE CYCLES 107 O TWI TEST ONEL TEST A DELFT TEST 105 105 106 PREDICTED FATIGUE CYCLES 107 Fig . 6 Comparison of Predicted and Tested Crack Growth ( Specimen No. W6-20 ) Fig . 8 Comparison of Predicted and Tested ...
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