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 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 ) Δσ Aomax Aoeff 2 Δ so , s ...
... 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 ) Δσ Aomax Aoeff 2 Δ so , s ...
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 |
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