Numerical Analysis on the Mechanical Properties of the Concrete Precast Pavement of Runways under the Wheel Load

This study aims to investigate the mechanical characteristics of precast concrete runway cement pavement under the wheel load of aircraft, and to promote the construction of precast concrete pavement. In this study, based on the elastic layered Boussinesq calculation theory and ABAQUS finite element...

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Main Authors: Chaojia Liu, Xiaolei Chong, Lefan Wang, Jichao Zhang, Zhenglei Chen, Fantong Lin, Pengkun Bai
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/12/19/9826
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author Chaojia Liu
Xiaolei Chong
Lefan Wang
Jichao Zhang
Zhenglei Chen
Fantong Lin
Pengkun Bai
author_facet Chaojia Liu
Xiaolei Chong
Lefan Wang
Jichao Zhang
Zhenglei Chen
Fantong Lin
Pengkun Bai
author_sort Chaojia Liu
collection DOAJ
description This study aims to investigate the mechanical characteristics of precast concrete runway cement pavement under the wheel load of aircraft, and to promote the construction of precast concrete pavement. In this study, based on the elastic layered Boussinesq calculation theory and ABAQUS finite element numerical model, the distribution law of stress, the displacement of the aircraft wheel load acting on different positions of the pavement slab, the influence of the added dowel bar on the pavement slab, and the load transfer between adjacent slabs are obtained. The results revealed that when the wheel load of the aircraft acts on the edge and joint of the slab, the vertical stress of the adjacent slab edge is largest, followed by the middle of the slab, and then the joint; the maximum vertical stress is 0.295 MPa. Furthermore, the aircraft wheel load on the slab edge, and the joint vertical displacement, is larger than that of the slab middle, and the adjacent slab edge transverse displacement attenuation coefficient is approximate. Moreover, the load transfer efficiency of the dowel bar was lower when the wheel load of the aircraft was closer to another unloaded slab. Finally, the validity and sensitivity of the simulation results are verified by laboratory test data. These results can provide a reference and suggestions for the design and production of the precast concrete pavement of airport runways.
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spelling doaj.art-87a3ae3e37204e9580ca4b2a9f3283082023-11-23T19:46:17ZengMDPI AGApplied Sciences2076-34172022-09-011219982610.3390/app12199826Numerical Analysis on the Mechanical Properties of the Concrete Precast Pavement of Runways under the Wheel LoadChaojia Liu0Xiaolei Chong1Lefan Wang2Jichao Zhang3Zhenglei Chen4Fantong Lin5Pengkun Bai6School of Aeronautical Engineering, Air Force Engineering University, Xi’an 710038, ChinaSchool of Aeronautical Engineering, Air Force Engineering University, Xi’an 710038, ChinaSchool of Aeronautical Engineering, Air Force Engineering University, Xi’an 710038, ChinaSchool of Aeronautical Engineering, Air Force Engineering University, Xi’an 710038, ChinaSchool of Aeronautical Engineering, Air Force Engineering University, Xi’an 710038, ChinaInstitute of Defense Engineering, AMS, PLA, Beijing 100850, ChinaSchool of Aeronautical Engineering, Air Force Engineering University, Xi’an 710038, ChinaThis study aims to investigate the mechanical characteristics of precast concrete runway cement pavement under the wheel load of aircraft, and to promote the construction of precast concrete pavement. In this study, based on the elastic layered Boussinesq calculation theory and ABAQUS finite element numerical model, the distribution law of stress, the displacement of the aircraft wheel load acting on different positions of the pavement slab, the influence of the added dowel bar on the pavement slab, and the load transfer between adjacent slabs are obtained. The results revealed that when the wheel load of the aircraft acts on the edge and joint of the slab, the vertical stress of the adjacent slab edge is largest, followed by the middle of the slab, and then the joint; the maximum vertical stress is 0.295 MPa. Furthermore, the aircraft wheel load on the slab edge, and the joint vertical displacement, is larger than that of the slab middle, and the adjacent slab edge transverse displacement attenuation coefficient is approximate. Moreover, the load transfer efficiency of the dowel bar was lower when the wheel load of the aircraft was closer to another unloaded slab. Finally, the validity and sensitivity of the simulation results are verified by laboratory test data. These results can provide a reference and suggestions for the design and production of the precast concrete pavement of airport runways.https://www.mdpi.com/2076-3417/12/19/9826airport engineeringaircraft wheel loadprecast pavementstress and displacementthe deflection load transfer coefficient
spellingShingle Chaojia Liu
Xiaolei Chong
Lefan Wang
Jichao Zhang
Zhenglei Chen
Fantong Lin
Pengkun Bai
Numerical Analysis on the Mechanical Properties of the Concrete Precast Pavement of Runways under the Wheel Load
Applied Sciences
airport engineering
aircraft wheel load
precast pavement
stress and displacement
the deflection load transfer coefficient
title Numerical Analysis on the Mechanical Properties of the Concrete Precast Pavement of Runways under the Wheel Load
title_full Numerical Analysis on the Mechanical Properties of the Concrete Precast Pavement of Runways under the Wheel Load
title_fullStr Numerical Analysis on the Mechanical Properties of the Concrete Precast Pavement of Runways under the Wheel Load
title_full_unstemmed Numerical Analysis on the Mechanical Properties of the Concrete Precast Pavement of Runways under the Wheel Load
title_short Numerical Analysis on the Mechanical Properties of the Concrete Precast Pavement of Runways under the Wheel Load
title_sort numerical analysis on the mechanical properties of the concrete precast pavement of runways under the wheel load
topic airport engineering
aircraft wheel load
precast pavement
stress and displacement
the deflection load transfer coefficient
url https://www.mdpi.com/2076-3417/12/19/9826
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