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 90
... plates , however , indicates that 75 and 100 mm thick plates did not exhibit weld cracking when welded at room temperature if the Pcm value was 0.18 % as shown in Fig . 1. This result indicates that the effect of plate thickness on weld ...
... plates , however , indicates that 75 and 100 mm thick plates did not exhibit weld cracking when welded at room temperature if the Pcm value was 0.18 % as shown in Fig . 1. This result indicates that the effect of plate thickness on weld ...
Page 254
... plate had not been com- pleted prior to welding in order not to delay the weld- ing start . Although CTOD tests were not initially required for the plate , they were conducted after the discovery of the problem and were found to give ...
... plate had not been com- pleted prior to welding in order not to delay the weld- ing start . Although CTOD tests were not initially required for the plate , they were conducted after the discovery of the problem and were found to give ...
Page 447
... plate - to - plate T - joints was studied experimentally and theoretically using various linear elastic fracture mechanics models . Fatigue crack depth and shape development were monitored using potential drop techniques , ink staining ...
... plate - to - plate T - joints was studied experimentally and theoretically using various linear elastic fracture mechanics models . Fatigue crack depth and shape development were monitored using potential drop techniques , ink staining ...
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