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 129
... strain gradient would be absent , and yet provided high spatial resolution in the x and y directions . The time taken for each strain measurement was 20 minutes for this case . For measure- ment of the longitudinal , z , component of strain ...
... strain gradient would be absent , and yet provided high spatial resolution in the x and y directions . The time taken for each strain measurement was 20 minutes for this case . For measure- ment of the longitudinal , z , component of strain ...
Page 397
... strain gauges were located on a 10 mm radius around the crack in order to measure the distribution of strain between parent plate , HAZ and weld metal . LVDT's were located on both sides and along the centre line of the plate to measure ...
... strain gauges were located on a 10 mm radius around the crack in order to measure the distribution of strain between parent plate , HAZ and weld metal . LVDT's were located on both sides and along the centre line of the plate to measure ...
Page 406
rial yield point elongation and strain hardening ca- pacity on the deformation behaviour of a HAZ notched tensile loaded wide plate test specimen and its ulti- mate structural performance . STRESS - STRAIN TENSILE CURVE OF DEFECT FREE ...
rial yield point elongation and strain hardening ca- pacity on the deformation behaviour of a HAZ notched tensile loaded wide plate test specimen and its ulti- mate structural performance . STRESS - STRAIN TENSILE CURVE OF DEFECT FREE ...
Contents
ADVANCED COMPOSITES | 1 |
PAS2tm | 9 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 24 |
Copyright | |
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abrasion addition analysis applied assessment base behaviour brittle carbon carried Charpy chemical chord compared composition concrete considered cooling critical CTOD curves cycle defect depth developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture fracture mechanics fracture toughness fusion geometry grain growth hardness heat input higher impact increase indicated initiation joint length loading lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore structures parameters performed plate position practice present pressure problem procedure production properties PWHT range reduced regions respectively sampled shown shows simulated specification specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thermal thickness toughness treatment tubular joints values weld metal welded joints yield zone