Study on the Stiffness and Dynamic Characteristics of a Bridge Approach Zone: Tests and Numerical Analyses

Ping Hu, Wei Liu, Huo Liu, Leixue Wu, Yang Wang and Wei Guo ()
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Ping Hu: Department of Engineering Management, Hunan University of Finance and Economics, Changsha 410205, China
Wei Liu: Department of Engineering Management, Hunan University of Finance and Economics, Changsha 410205, China
Huo Liu: Department of Engineering Management, Hunan University of Finance and Economics, Changsha 410205, China
Leixue Wu: Department of Engineering Management, Hunan University of Finance and Economics, Changsha 410205, China
Yang Wang: School of Civil Engineering, Central South University, Changsha 410018, China
Wei Guo: School of Civil Engineering, Central South University, Changsha 410018, China

Mathematics, 2023, vol. 11, issue 19, 1-22

Abstract: This study focuses on the stiffness and dynamic characteristic rules of a bridge approach zone in a high-speed railway (HSR). Indoor and in situ tests were performed to explore the stiffness and dynamic characteristics of the roadbed filling. Based on the test results, an effective track-subgrade finite element model (FEM) of a high-speed train (HST) was established. The FEM simulated the train load and model boundaries based on the obtained loads and viscoelastic artificial boundaries. Suitable elements were then selected to simulate the various components of the system and the constraint equations were established and solved using multi-point constraints. The model was verified by comparing the time–history curve characteristics, the frequency-domain characteristics and the results obtained from different modeling methods with the measured results. The influence of stiffness on the dynamic characteristics of the bridge approach zone were subsequently analyzed based on the aforementioned tests and simulations. The results indicate that (i) the model produced reliable results using the proposed approach; (ii) the influence of train load on the embankment was generally reflected in the upper part of the structure, and thus, bed structures are recommended to be strengthened; and (iii) under stationarity, the stiffness ratio between the bridge and normal subgrade is recommended as 1:6, with a transition length of 25 m.

Keywords: stiffness; dynamic characteristic; train load; viscoelastic artificial boundary; constraint equations (search for similar items in EconPapers)
JEL-codes: C (search for similar items in EconPapers)
Date: 2023
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