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- W2374635061 abstract "Serious deformation of pond wall has appeared under full water level in a large clarified water pond of 1 000 m3 made out from steel thin-sheel for 300 MW unit in one power plant,having risk to lose stability and collapse.For this,a three-dimmensional finite element model of said pond has been established by using the finite element software ANSYS,and the stress strength being calculated and analysed,and the stress shtrength being evaluated according to JB4732-1995 《steel made pressure vessel analysis and design》.Results show that the integral reinforcement in joint area of barrel shell and conical shell,as well as in joint area of column and conical shell,haven't been carried out,resulting in local insufficient strength of the water pond,leading to exceeding set standard of stress,making the local deformation to be enlarged." @default.
- W2374635061 created "2016-06-24" @default.
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- W2374635061 date "2009-01-01" @default.
- W2374635061 modified "2023-09-22" @default.
- W2374635061 title "FINITE ELEMENT ANALYSIS AND STRENGTH EVALUATION OF THE WALL DEFORMATION FOR A LARGE CLARIFIED WATER POND" @default.
- W2374635061 hasPublicationYear "2009" @default.
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