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- W2369254329 abstract "The software of ANSYS was applied to study the cross section stress of phosphorus gypsum evacuated mould floor without beam. A basic assumption of square hollow slab continuous model was put forward in this paper. Two analysis models were established for the hollow slabs in two situations-the flexural stiffness of surface layer not considered and the flexural stiffness of surface layer considered. The basic equation was given for these two cases by adopting the method of continuous analysis to set up calculation formula of the internal force and displacement with the surrounding and simply supported condition. Finite element method was taken to do numerical simulation on some examples. The results showed that the finite element calculation was in good agreement with the continuous analysis method. The maximum relative errors of the two cases were 8.38% and 7.78% respectively. The flexural stiffness of surface layer considered had a higher accuracy, which suggested that the proposed method was correct and rational. The method and formula were proved by theory and numerical simulation and could be used as a theory basis for phosphate gypsum evacuated mould floor without beam." @default.
- W2369254329 created "2016-06-24" @default.
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- W2369254329 date "2012-01-01" @default.
- W2369254329 modified "2023-09-23" @default.
- W2369254329 title "A Continuous Analysis on Phosphorus Gypsum Evacuated Mould Floor without Beam" @default.
- W2369254329 hasPublicationYear "2012" @default.
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