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 229
... abrasion tests . The mecha- nism of ice abrasion must also be understood in order to judge whether other kinds of concrete such as lightweight aggregate concrete can be used in areas where ice abrasion is a concern . Abrasion Rate The ...
... abrasion tests . The mecha- nism of ice abrasion must also be understood in order to judge whether other kinds of concrete such as lightweight aggregate concrete can be used in areas where ice abrasion is a concern . Abrasion Rate The ...
Page 231
... abrasion rates as a function of fvs dt is : Abrasion rate ( mm / year ) = 0.00114 vs dt + 0.08 where v = ice drift velocity in knots sice thickness in mm t = time in days For the sake of simplicity and in order to cover the majority of ...
... abrasion rates as a function of fvs dt is : Abrasion rate ( mm / year ) = 0.00114 vs dt + 0.08 where v = ice drift velocity in knots sice thickness in mm t = time in days For the sake of simplicity and in order to cover the majority of ...
Page 233
... abrasion and deteration factors that affect on 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 ...
... abrasion and deteration factors that affect on 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 ...
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