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- W2393040147 abstract "This paper takes the Taishan Nuclear Power Plant Project in Guangdong as the research background. The complicated entity finite element model was built with rational and simplified boundary conditions,and its mesh density was evaluated with the energy error over the model. The dome has a span of nearly 50 m with only 6 mm thick steel liner. The overlap element plus birth and death element technique was used according to the characteristics of time-varying structure in construction,and the effect of time-dependent elastic modulus of concrete was also taken into account; the structural deformation and stresses of the large-span dome during continuous concreting construction were then analyzed. The structure stability bearing capacities at the critical stages of fresh concrete pouring construction were both analyzed which took into consideration the effect of initial geometrical imperfections and elasto-plasticity. The results show that the difference between the time-varying process analysis and the modeling analysis as a whole is significant,where the former structural deflection is 3. 2 mm but the latter is 1. 2 mm; the stability safety factor is not less than 3. 4 and meets relevant requirement." @default.
- W2393040147 created "2016-06-24" @default.
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- W2393040147 date "2014-01-01" @default.
- W2393040147 modified "2023-09-26" @default.
- W2393040147 title "Construction phase mechanical performance and stability analysis of inner containment dome of the Taishan Reactor Building in Guangdong" @default.
- W2393040147 hasPublicationYear "2014" @default.
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