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- W2370507579 abstract "Taking the prestressed pier in Xiaowan Arch Dam spillway for example,the parameters in the Zhu Bofang and Aru Jiuyang model are determined by using the complex method according to the test data.Considering the approach of combination of the finite element method and the sub-model method,the fine simulation analysis of pier is carried out.The creep effects on deformation,stress and pre-stressed anchor cable under the gate running induced thrust and their historic law are studied thoroughly.The results indicate that the pier cracking will not occur;and the creep effect will not affect the normal opening of the gate.At last,some suggestions of the operation and management are presented.The achievement is applied to Xiaowan Project and can be taken as a reference to the similar projects as well." @default.
- W2370507579 created "2016-06-24" @default.
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- W2370507579 date "2013-01-01" @default.
- W2370507579 modified "2023-09-23" @default.
- W2370507579 title "FEA of creep effect of prestressed pier in Xiaowan Arch Dam" @default.
- W2370507579 hasPublicationYear "2013" @default.
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