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Inelastic behaviour, failure modes and ultimate load design of prestressed concrete pressure vessels
AbstractAbstract
[en] A research programme concerning the behaviour in the inelastic range to rupture on six model vessels is now completed. The geometry of the models is scaled 1:36 to the Scandinavian PCPV-model (reference pressure 84 kp/cm2). Geometrical data: external height 180 cm, external diameter 120 cm. Diagrams of total deflections up to failure are presented together with corresponding strains measured in linear and bonded reinorcement, and are compared with computed values. Calculations of the pressure/deformation relation for the plastic range up to failure are presented, together with final conclusions of the test series. (Auth.)
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Source
Jaeger, T.A. (comp.) (Bundesanstalt fuer Materialpruefung, Berlin (Germany, F.R.)); International Association for Structural Mechanics in Reactor Technology; Commission of the European Communities, Brussels (Belgium); British Nuclear Energy Society, London; v. 3 p. H4/7 1-11; 1975; North-Holland; Amsterdam, The Netherlands; 3. international conference on structural mechanics in reactor technology; London, UK; 1 Sep 1975
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Book
Literature Type
Conference
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