Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 84
Page 122
... carried out without preheat . If the acceptance criteria were not met , the test was repeated with an increased preheat , up to the permitted maximum . Post - weld heat treatment , where applicable , was carried out at 600 ° C + 10 ° C ...
... carried out without preheat . If the acceptance criteria were not met , the test was repeated with an increased preheat , up to the permitted maximum . Post - weld heat treatment , where applicable , was carried out at 600 ° C + 10 ° C ...
Page 183
... carried out in accordance with BS 5762. The test temperature was - IV . 10 ° c . The results are presented in table An equivalent program was carried out to demonstrate to the HAZ toughness in simulated extreme PWHT condition . The PWHT ...
... carried out in accordance with BS 5762. The test temperature was - IV . 10 ° c . The results are presented in table An equivalent program was carried out to demonstrate to the HAZ toughness in simulated extreme PWHT condition . The PWHT ...
Page 185
... carried out have shown that low carbon controlled rolled and accelerated cooled steel i.e. the Oseberg Grade I steel under certain circumstances may exhibit local zones of reduced fracture toughness . The coarse grained part of the HAZ ...
... carried out have shown that low carbon controlled rolled and accelerated cooled steel i.e. the Oseberg Grade I steel under certain circumstances may exhibit local zones of reduced fracture toughness . The coarse grained part of the HAZ ...
Contents
ADVANCED COMPOSITES | 1 |
A Study of the MultiLayered GRP Composite Cylindrical Vessel | 13 |
Resistance of Composite Structures to Impact Loads | 19 |
Copyright | |
26 other sections not shown
Other editions - View all
Common terms and phrases
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