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 as-welded ASTM axial load behaviour bending brace calculated chord Composite Materials compressive strength corrosion rate crack growth CTOD cycles damage delamination elastomer Engineering environment epoxy experimental failure fatigue crack fatigue design fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness geometry increase initial installation interlaminar fracture laminate layers marine matrix maximum mean stress method Mode modulus moisture nodes nominal notch obtained offshore structures optical fiber parameters performance phenolic pipe plate thickness platform pre-load predicted pressure principal stress pultrusion rebar reinforcement resin resistance riser rubber S-N curves sea water seal shear stress shell shown in Fig space frame specimens steel strain stress concentration stress concentration factor stress range surface crack Table techniques tensile strength tension thickness effect thread tube tubular joints values water mixed concrete weight weld toe welded joints yield strength zone