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- W2376451337 abstract "The upper bound and lower bound theorem of classical plasticity theory and corresponding FEM is applied to analyze the bearing capacity of gravity dam for judging the stability of the dam.In the approach of determining the upper bound,the deformation compatibility is considered,the work done by external load is prescribed on position and the power of the external forces is equal to the power of external forces.Consequently,the overload factor and strength safety coefficient of the gravity dam as well as the corresponding kinematically permissble velocity field can be obtained.In the approach of determining the lower bound,the conditions of equilibrium,stress boundary,yielding and stress discontinuity are considered,and the overload factor and strength safety coefficient of the gravity dam as well as the corresponding statistical permissible stress field also can be obtained.The comparison of this method with elastoplastic FEM and slide resistance analysis for a gravity dam is presented.It shows that this method gives the most reasonable result." @default.
- W2376451337 created "2016-06-24" @default.
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- W2376451337 date "2004-01-01" @default.
- W2376451337 modified "2023-09-25" @default.
- W2376451337 title "Plastic limit analysis method for gravity dam" @default.
- W2376451337 hasPublicationYear "2004" @default.
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