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
... Bending and shearing stresses at any point in a structural beam often vary independently as a moving load crosses it . The cyclic stress states in structures are often non - proportional . In the current study , proportional and non ...
... Bending and shearing stresses at any point in a structural beam often vary independently as a moving load crosses it . The cyclic stress states in structures are often non - proportional . In the current study , proportional and non ...
Page 230
... bending tests employing full - scale components , where bending and shearing stresses act in - phase ( i.e. proportionally ) in the vicinity of web stiffener welds [ 7 , 8 ] . These studies have shown that combined axial and shear ...
... bending tests employing full - scale components , where bending and shearing stresses act in - phase ( i.e. proportionally ) in the vicinity of web stiffener welds [ 7 , 8 ] . These studies have shown that combined axial and shear ...
Page 232
... bending and torsional stresses have reached their maximum nominal values . The corresponding Mohr's circle of stress for point B is shown in Fig . 4. Then , both bending and torsion decrease proportionally and in - phase back to zero ...
... bending and torsional stresses have reached their maximum nominal values . The corresponding Mohr's circle of stress for point B is shown in Fig . 4. Then , both bending and torsion decrease proportionally and in - phase back to zero ...
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