Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 158
... load deflection relationship and the ultimate load , a series of studies were conducted always using the coarse mesh , changing the length of the chord and assuming that the end sections of the chord were free to deform in their planes ...
... load deflection relationship and the ultimate load , a series of studies were conducted always using the coarse mesh , changing the length of the chord and assuming that the end sections of the chord were free to deform in their planes ...
Page 300
... load than the load , F at which pop - in initiation occurred . B - TYPE POP - IN : the load may increase after the pop - in arrest , but never reaches the level of the pop - in initiation load , Fp . The spe- cimen which shows the B ...
... load than the load , F at which pop - in initiation occurred . B - TYPE POP - IN : the load may increase after the pop - in arrest , but never reaches the level of the pop - in initiation load , Fp . The spe- cimen which shows the B ...
Page 364
... load condition . For a case where the member is subjected to more than two load components , Equations ( 13 ) and ( 14 ) can easily be modified . With this effective equivalent S - N equation , the remaining fatigue crack propagation ...
... load condition . For a case where the member is subjected to more than two load components , Equations ( 13 ) and ( 14 ) can easily be modified . With this effective equivalent S - N equation , the remaining fatigue crack propagation ...
Contents
ADVANCED COMPOSITES | 1 |
A Study of the MultiLayered GRP Composite Cylindrical Vessel | 13 |
Resistance of Composite Structures to Impact Loads | 19 |
Copyright | |
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addition analysis applied areas assessment base bending brittle calculated carbon carried Charpy chemical chord coarse grained compared composite concrete considered cooling crack tip critical CTOD curve cycle defect depth determined developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture mechanics fracture toughness fusion geometry growth hardness heat input higher impact increase initiation length load lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore parameters performed plastic plate position present pressure problem procedure production properties range reduced region Research respectively sampled shown shows simulated specific specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thickness tubular values weld metal welded joints weldments wide yield zone