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- W2393280046 abstract "A structural analysis model combines the age adjusted effective modulus (AAEM) method with the finite element method to calculate creep deformation of prestressed concrete bridge is presented. Consideration of the contribution of the prestressing tendons to global stiffness and the influence between the prestressing force losses and the creep deformation allows the creep deformation to be traced more exactly during the construction process and the long-term external loads throughout its service life. According to the model, a computer program to calculate the time-dependent deformation of prestressed concrete bridge is developed. In addition, a full-scale testing and simulation analysis of 32 m prestressed concrete box-girder of Xiaolinghe extra-long bridge is completed. The comparison between the theory analysis and the test results shows that the algorithm and the program can finish the calculation of the structural curve and creep strain efficiently." @default.
- W2393280046 created "2016-06-24" @default.
- W2393280046 creator A5053580028 @default.
- W2393280046 date "2005-01-01" @default.
- W2393280046 modified "2023-09-25" @default.
- W2393280046 title "Creep Calculation Method of Concrete Bridge Considering the Loss of Prestressing Force" @default.
- W2393280046 hasPublicationYear "2005" @default.
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