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 228
The concrete curve in Fig 2 is an example of the stress - strain relationship of a high strength concrete . The compressive strength indicated by the curve is about the same as that found for the light- houses covered by the material ...
The concrete curve in Fig 2 is an example of the stress - strain relationship of a high strength concrete . The compressive strength indicated by the curve is about the same as that found for the light- houses covered by the material ...
Page 233
... concrete sea structures in arctic regions , were studied with laboratory tests . The damage factors were mechan- ical abrasion effect of sea ice , repeated freezing and thawing of concrete in sea water and the effect of car- bonation ...
... concrete sea structures in arctic regions , were studied with laboratory tests . The damage factors were mechan- ical abrasion effect of sea ice , repeated freezing and thawing of concrete in sea water and the effect of car- bonation ...
Page 243
... concrete was also found to be significantly reduced at low temperatures . Additional details are given in reference 1 . The thermal properties of the concrete are also very important for cryogenic applications . Test results from this ...
... concrete was also found to be significantly reduced at low temperatures . Additional details are given in reference 1 . The thermal properties of the concrete are also very important for cryogenic applications . Test results from this ...
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