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 191
... carried out on plate welded joints fabricated from C - Mn steel with nominal yield strength 345N / mm2 . The tests were carried out under four - point bending in air and involved transverse non - load - carrying joints with thicknesses ...
... carried out on plate welded joints fabricated from C - Mn steel with nominal yield strength 345N / mm2 . The tests were carried out under four - point bending in air and involved transverse non - load - carrying joints with thicknesses ...
Page 241
... carried out after welding and no weld defect was found . The bracket toe outside the brace end was ground off to have the same configuration as that of the actual structure . The surface notch was machined at the bracket toe for the ...
... carried out after welding and no weld defect was found . The bracket toe outside the brace end was ground off to have the same configuration as that of the actual structure . The surface notch was machined at the bracket toe for the ...
Page 343
... carried out to check whether this complex loading condition could be a problem for maintaining structural integrity . Fatigue tests can also be carried out to assess the validity of current assessment procedures . This paper will ...
... carried out to check whether this complex loading condition could be a problem for maintaining structural integrity . Fatigue tests can also be carried out to assess the validity of current assessment procedures . This paper will ...
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