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- W2360344588 abstract "Four large scale T-beams with a geometrical proportion of 1∶5 were made to simulate track girders of the Qinhuangdao-Shenyang dedicated passenger railway.Their creep deformations during the construction were investigated experimentally.The research laid emphasis upon the effects of types of concrete and tensioning measures of prestressed steel bar on the creep deformation.Moreover,program Sofistik was used in the time-dependent full-range analysis of the T-beams during the construction,the error between calculated and experimental results being less than 10%.Based on the above research,design suggestions taking the types of concrete,the tensioning measures of prestressed steel bar and the rate of reinforcement into account were given.The research results are useful to the design of dedicated passenger railway track girders and the effective control of creep deformation." @default.
- W2360344588 created "2016-06-24" @default.
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- W2360344588 date "2005-01-01" @default.
- W2360344588 modified "2023-09-25" @default.
- W2360344588 title "Creep Behavior of Quasi-high-speed Dedicated Passenger Railway Track Girders during Construction" @default.
- W2360344588 hasPublicationYear "2005" @default.
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