Thermo‐Mechanical Effects of Euler–Bernoulli Beams on Layered Transversely Isotropic Saturated Subgrade due to Moving Loads

ABSTRACT This paper investigates the thermo‐mechanical effects of Euler–Bernoulli beams on layered transversely isotropic (TI) saturated subgrade due to moving loads. Firstly, the governing equations for the beam and subgrade are derived using Euler–Bernoulli beam theory, poroelastic mechanics, and thermoelasticity. Then, by adopting the extended precise integration solution for the layered TI saturated subgrade and boundary conditions, the solution for the beam‐subgrade dynamic interaction is further achieved. After verifying the validity of the presented method, the effects of thermal load and moving load speed are finally investigated. Numerical results show that thermal loads significantly impact the beam‐subgrade dynamic interaction by inducing thermal axial forces in the beam and vertical displacement expansion in the subgrade. Additionally, the effect of thermal load should be fully considered in the design of beam, especially in high‐speed load and high‐temperature environment.

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Publication Details

Journal
International Journal for Numerical and Analytical Methods in Geomechanics
Published
2025-05-14
DOI
https://doi.org/10.1002/nag.3997
Primary Topic
Numerical methods in engineering
Type
article
Field-Weighted Citation Impact
0.00

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article

Thermo‐Mechanical Effects of Euler–Bernoulli Beams on Layered Transversely Isotropic Saturated Subgrade due to Moving Loads

Xiao Ming Wang, Gan Lin Gu, Zhi Yong Ai, Li Wei Shi
International Journal for Numerical and Analytical Methods in Geomechanics
Numerical methods in engineering
article

Thermo‐Mechanical Effects of Euler–Bernoulli Beams on Layered Transversely Isotropic Saturated Subgrade due to Moving Loads

Xiao Ming Wang, Gan Lin Gu, Zhi Yong Ai, Li Wei Shi
article en

Abstract

ABSTRACT This paper investigates the thermo‐mechanical effects of Euler–Bernoulli beams on layered transversely isotropic (TI) saturated subgrade due to moving loads. Firstly, the governing equations for the beam and subgrade are derived using Euler–Bernoulli beam theory, poroelastic mechanics, and thermoelasticity. Then, by adopting the extended precise integration solution for the layered TI saturated subgrade and boundary conditions, the solution for the beam‐subgrade dynamic interaction is further achieved. After verifying the validity of the presented method, the effects of thermal load and moving load speed are finally investigated. Numerical results show that thermal loads significantly impact the beam‐subgrade dynamic interaction by inducing thermal axial forces in the beam and vertical displacement expansion in the subgrade. Additionally, the effect of thermal load should be fully considered in the design of beam, especially in high‐speed load and high‐temperature environment.

International Journal for Numerical and Analytical Methods in GeomechanicsVol. 49(11)
Tongji University (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 88%
Numerical methods in engineering
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