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- W2367423177 abstract "The spatial overall load bearing performance of electrostatic precipitator casing was investigated. By the finite element method,the eigenvalue buckling analysis of casing was conducted. According to the construction and service process,in consideration of the influence of the loading path,the nonlinear analysis of the perfect casing was conducted by three load steps.The eigenvalue buckling modes and the nonlinear limit point deformation mode of perfect casing were respectively introduced into the perfect model as the initial geometrical imperfections,and then the nonlinear analyses of imperfect casings were conducted.The results of eigenvalue buckling analysis indicate that the first 60 buckling modes under the design load present the local buckling occurring on the connecting web of column,wall plate and top plate of casing. The results of nonlinear analysis of perfect casing indicate that the failure of casing is mainly induced by the elasto-plastic local buckling of separating wide column.The results of imperfect casings analyses indicate that the casing is most sensitive to the initial imperfection mode that several local geometrical imperfections occurring on connecting web of the middle separating wide column,which can reduce the ultimate bearing capacity of casing significantly. The spatial overall stiffness of casing is so strong that the overall buckling of casing will not take place. The failure of casing is mainly caused by the failure of individual member. After the failure of individual member,internal force doesn't redistribute in the casing. The currently used plane analysis and design method is reasonable and feasible." @default.
- W2367423177 created "2016-06-24" @default.
- W2367423177 creator A5076298116 @default.
- W2367423177 date "2013-01-01" @default.
- W2367423177 modified "2023-09-25" @default.
- W2367423177 title "ANALYSIS OF THE OVERALL LOAD BEARING PERFORMANCE OF ELECTROSTATIC PRECIPITATOR CASING" @default.
- W2367423177 hasPublicationYear "2013" @default.
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