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 93
... temperature improved toughness . However , the second heat cycle of 800 ° C which is the temperature between Ac1 and Ac3 temperatures significantly deteriorates toughness . If the peak temperature of the second heat cycle is further ...
... temperature improved toughness . However , the second heat cycle of 800 ° C which is the temperature between Ac1 and Ac3 temperatures significantly deteriorates toughness . If the peak temperature of the second heat cycle is further ...
Page 227
... Temperature gradients . The question has been raised of whether or not the temperature gradients close to the water surface could contribute to the erosion observed . The air temperature can quite often fall to below -30 ° C in the ...
... Temperature gradients . The question has been raised of whether or not the temperature gradients close to the water surface could contribute to the erosion observed . The air temperature can quite often fall to below -30 ° C in the ...
Page 592
... temperature of -10 ° C and test lift performance . Structural design has sufficient redundancy to withstand a failure in this area . d ) Steel temperature can be elevated to above the upper shelf transition temperature . e ) Phase 4 ...
... temperature of -10 ° C and test lift performance . Structural design has sufficient redundancy to withstand a failure in this area . d ) Steel temperature can be elevated to above the upper shelf transition temperature . e ) Phase 4 ...
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