Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 151
... side of the specimen surface which was shaved 1mm thickness from the base plate surface might be the compressive side . Brackets were welded to the ends of the specimen in order to connect the specimen with jigs . The specimen surfaces ...
... side of the specimen surface which was shaved 1mm thickness from the base plate surface might be the compressive side . Brackets were welded to the ends of the specimen in order to connect the specimen with jigs . The specimen surfaces ...
Page 152
... side at crack initiation and propagation ( C30 ) Crack Initiation Point Compressive Side : OCC Tensile Side : OTS Fig.23 Cross section of bending specimen the tensile side . The reason why the strains on the compressive side are smaller ...
... side at crack initiation and propagation ( C30 ) Crack Initiation Point Compressive Side : OCC Tensile Side : OTS Fig.23 Cross section of bending specimen the tensile side . The reason why the strains on the compressive side are smaller ...
Page 153
... side ( CC ) , and marks indicates the strains calculated at the center on the compressive side ( CC ) . It is clear from the figure that at the edge on the compressive side , the Longitudinal Strain ( % ) Longitudinal Stress ( N / mm2 ) ...
... side ( CC ) , and marks indicates the strains calculated at the center on the compressive side ( CC ) . It is clear from the figure that at the edge on the compressive side , the Longitudinal Strain ( % ) Longitudinal Stress ( N / mm2 ) ...
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Common terms and phrases
alloys analysis applied approximately assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defect deformation depth determined developed direction distribution effect element Engineering equation estimated evaluation experience factor failure fatigue field Figure flaw flexible fracture function geometry given Grade heat higher hydrogen important increase initial installation insulation integrity International joint length limit load locations lower material maximum mean measured mechanical method observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability residual resistance respectively riser rope safety samples shown shows side simulation solution specimens standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium toughness uncertainties variables weld