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- W2384692184 abstract "From integration of the stresses given by finite element method, the internal forces of arch dam are obtained and then the stresses are computed on the basis of beam theory. Thus the stress concentration near the foundation is avoided and the internal forces are more accurate than those given by the trial load method. The action of weight of concrete must be computed by incremental method to consider the process of joint grouting. At the point of maximum compressive stress on the downstream face, the concrete is subjected to biaxial compression and the strength of concrete will be 8% greater than the uniaxial compressive strength. At the point of maximum tensile stress on the upstream face, the concrete is subjected to triaxial stresses, tension-compression-compression, the tensile strength will be reduced 8% due to the lateral compression. In the central part of upstream face, the concrete is subjected to triaxial compression and the compressive strength will be about 9% greater than the uniaxial compressive strength." @default.
- W2384692184 created "2016-06-24" @default.
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- W2384692184 date "2005-01-01" @default.
- W2384692184 modified "2023-09-25" @default.
- W2384692184 title "Equivalent finite element stresses and safety of arch dams under triaxial stresses" @default.
- W2384692184 hasPublicationYear "2005" @default.
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