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European Community water reactor safety research projects, Volume I. Nuclear Science and Technology, December 1983

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Figure

FIGURE N° 5
Fig. 1: Influence of strain rate on permanent strains of the tensile rein-forcement of a RC-beam (BSt 420/500 RK, ds = 18 mm)
Fig. 1 Concentration in mgBor/kg
of Table sampling Radlonucltdes measured

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