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- W2363016898 abstract "By using finite element method which verified by the measured temperature field of one concrete filled steel tube(CFST) truss arch bridge,the closure temperature as well as the maximum and minimum effective temperatures were calculated.The results show that(1) The average ambient temperature has great influence on the calculated closure temperature.As to the arch rib being analyzed,the calculated closure temperature is about the average air temperature during 28 days after pouring concrete plus 3～5 ℃(the smaller value for closure in winter and the greater value for closure in summer).(2) Solar radiation has little influence on the minimum effective temperature,but great on the maximum effective temperature.The maximum effective temperature of the rib is close to local annual maximum temperature and the minimum effective temperature is close to local minimum daily average temperature.The diameter of steel tube and the radiation absorptivity of steel surface have distinctive influence on effective temperature,but the orientation of arch axis and the wind velocity have little influence.Based on numerous parametric studies,the suggestive values for the calculating closure temperature,the maximum and minimum effective temperature of CFST truss arch bridges in Fujian Province were proposed." @default.
- W2363016898 created "2016-06-24" @default.
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- W2363016898 date "2010-01-01" @default.
- W2363016898 modified "2023-09-26" @default.
- W2363016898 title "Research on Thermal Difference Magnitude of Concrete Filled Steel Tubular Truss Arch" @default.
- W2363016898 hasPublicationYear "2010" @default.
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