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
In some cases strain components were measured with both reflections . ... the neutron intensity and minimizing the spatial resolution , was 3 mm wide and 4 mm high and the time taken for each strain measurement was about 90 minutes .
In some cases strain components were measured with both reflections . ... the neutron intensity and minimizing the spatial resolution , was 3 mm wide and 4 mm high and the time taken for each strain measurement was about 90 minutes .
Page 130
Z OUT OF PLANE E E ey ORIGIN OF COORDINATES 88888888 LOCUS OF MEASUREMENTS 15 The stresses and strains for the particular ... of each stress component ( † 100 MPa ) is a linear combination of the uncertainties of the measured strains .
Z OUT OF PLANE E E ey ORIGIN OF COORDINATES 88888888 LOCUS OF MEASUREMENTS 15 The stresses and strains for the particular ... of each stress component ( † 100 MPa ) is a linear combination of the uncertainties of the measured strains .
Page 136
Therefore , any defect size measured in service can be assessed very quickly and easily . a Y 2 LC / D = 7.26 - D ... not the best data set which can be obtained , due to the uncertainties in these crack growth measurements , but it ...
Therefore , any defect size measured in service can be assessed very quickly and easily . a Y 2 LC / D = 7.26 - D ... not the best data set which can be obtained , due to the uncertainties in these crack growth measurements , but it ...
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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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analysis applied areas assessment base bending brittle calculated carbon carried Charpy chemical coarse grained compared composite concrete considered cooling crack tip critical CTOD curve cycles 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 offshore structures parameters performed plastic plate position present pressure problem procedure production properties range reduced region Research respectively sampled shown shows significant simulated specification specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thickness tubular values weld metal welded joints weldments wide yield zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |