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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Common terms and phrases
abrasion analysis as-welded assessment austenite axial base metal behaviour bending boron brittle fracture brittle zones CGHAZ Charpy chemical composition chord coarse grained HAZ concrete Conference on Offshore crack growth crack length CTOD tests CTOD values curve cycle defect effect fabrication ferrite fiber Figure fracture initiation fracture mechanics fracture toughness fusion line grain coarsened HAZ HAZ toughness heat affected zone heat input hydrogen ICCGHAZ impact increase layup load low carbon low toughness martensite material maximum Mechanics and Arctic method niobium Offshore Mechanics offshore structures Oseberg parameters plastic plate thickness pop-in post weld heat preheat PWHT region residual stresses sampled simulated solidification cracking steel plates stiffeners stress concentration stress intensity factor submerged arc welding surface notched Table temperature tensile thermal TMCP transverse tubular joints weld metal weld toe weldability welded joints welding procedures weldments wide plate tests yield strength