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 95
... Cycles Change in wt . ( % ) in th . factor ( % ) Change in st . Change in wt . in th . 5 % Na2SO 4 Change Attack 25 ... Cycles Fig . 1. Change in Weight with Number of Cycles Change in thickness ( % ) 20 5 % Sodium Sulphate 10 Sodium ...
... Cycles Change in wt . ( % ) in th . factor ( % ) Change in st . Change in wt . in th . 5 % Na2SO 4 Change Attack 25 ... Cycles Fig . 1. Change in Weight with Number of Cycles Change in thickness ( % ) 20 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 105 105 107 O TWI TEST ONEL TEST △ DELFT TEST Fig . 6 Comparison of Predicted and Tested Crack Growth ( Specimen No. W6-20 ) Fig . 8 Comparison of Predicted and Tested Fatigue Lives of Tubular T ...
... CYCLES , N TESTED FATIGUE CYCLES 105 105 107 O TWI TEST ONEL TEST △ DELFT TEST Fig . 6 Comparison of Predicted and Tested Crack Growth ( Specimen No. W6-20 ) Fig . 8 Comparison of Predicted and Tested Fatigue Lives of Tubular T ...
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