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
... 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 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing Technology for FireResistant Phenolic Matrix Composites | 21 |
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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