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 229
... shear stress amplitude , maximum principal stress amplitude ( deg . ) Bending stress to torsional stress ratio Nominal bending , torsional stress range ( MPa ) Nominal bending , shear stress amplitude ( MPa ) Ασ Aomax 40 off 1 2 2 Δσ 1 ...
... shear stress amplitude , maximum principal stress amplitude ( deg . ) Bending stress to torsional stress ratio Nominal bending , torsional stress range ( MPa ) Nominal bending , shear stress amplitude ( MPa ) Ασ Aomax 40 off 1 2 2 Δσ 1 ...
Page 232
... shear stress orientations , respectively . The orientation of the maximum principal stress amplitude is at an angle from the longitudinal specimen axis where there is no shear . There are normal and shear stresses on all other ...
... shear stress orientations , respectively . The orientation of the maximum principal stress amplitude is at an angle from the longitudinal specimen axis where there is no shear . There are normal and shear stresses on all other ...
Page 234
... shear stress range . Even though the fatigue cracking was confined to the weld toe for all in - phase tests , the final fracture surface had a " factory roof " appearance . The fatigue cracks initiated in the plane of the weld toe or ...
... shear stress range . Even though the fatigue cracking was confined to the weld toe for all in - phase tests , the final fracture surface had a " factory roof " appearance . The fatigue cracks initiated in the plane of the weld toe or ...
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