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 98
... influence of dissolved oxygen and chlorides present in sea water are considered as prime factors which are influencing the rebar corrosion . 2.2 Material Parameters The material parameters can be further subdivided into concrete and ...
... influence of dissolved oxygen and chlorides present in sea water are considered as prime factors which are influencing the rebar corrosion . 2.2 Material Parameters The material parameters can be further subdivided into concrete and ...
Page 99
... influence of flexural cracks on macrocell corrosion . From the test results it can be observed that the corrosion rate is influenced by flexural cracks during initial test periods and in cases as the time of exposure increases . One ...
... influence of flexural cracks on macrocell corrosion . From the test results it can be observed that the corrosion rate is influenced by flexural cracks during initial test periods and in cases as the time of exposure increases . One ...
Page 356
... influence factors are considered . 3.3.1 . Influence of Weld Geometry . Presence of the weld will affect the stress intensity factors . This is taken into account by multiplying the stress intensity factors from equation ( 5 ) by a ...
... influence factors are considered . 3.3.1 . Influence of Weld Geometry . Presence of the weld will affect the stress intensity factors . This is taken into account by multiplying the stress intensity factors from equation ( 5 ) by a ...
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