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Study on Modelling Method of Resilient Mat Used under Floating Slab Track

Kelvin’s model is widely used to simulate the dynamic characteristic of a resilient mat under a slab track. To develop an effective calculation model for a resilient mat using a solid element, a three-parameter viscoelasticity model (3PVM) was employed. With the help of the user-defined material mec...

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Autores principales: Xu, Zhuosheng, Sun, Xiaojing, Qiao, Chang, Wang, Tingting, Ma, Meng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10141997/
https://www.ncbi.nlm.nih.gov/pubmed/37109915
http://dx.doi.org/10.3390/ma16083078
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author Xu, Zhuosheng
Sun, Xiaojing
Qiao, Chang
Wang, Tingting
Ma, Meng
author_facet Xu, Zhuosheng
Sun, Xiaojing
Qiao, Chang
Wang, Tingting
Ma, Meng
author_sort Xu, Zhuosheng
collection PubMed
description Kelvin’s model is widely used to simulate the dynamic characteristic of a resilient mat under a slab track. To develop an effective calculation model for a resilient mat using a solid element, a three-parameter viscoelasticity model (3PVM) was employed. With the help of the user-defined material mechanical behavior, the proposed model was implemented in software ABAQUS. To validate the model, a laboratory test was performed on a slab track with a resilient mat. Then, a finite element model of the track-tunnel-soil system was built. The calculation results using the 3PVM was compared with those using Kelvin’s model and the test results. The results indicate that the 3PVM can better reflect the dynamic characteristics of resilient mat than Kelvin’s model, especially over 10 Hz. Compared with the test results, the 3PVM has an average error of 2.7 dB and a max error of 7.9 dB at 5 Hz.
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spelling pubmed-101419972023-04-29 Study on Modelling Method of Resilient Mat Used under Floating Slab Track Xu, Zhuosheng Sun, Xiaojing Qiao, Chang Wang, Tingting Ma, Meng Materials (Basel) Article Kelvin’s model is widely used to simulate the dynamic characteristic of a resilient mat under a slab track. To develop an effective calculation model for a resilient mat using a solid element, a three-parameter viscoelasticity model (3PVM) was employed. With the help of the user-defined material mechanical behavior, the proposed model was implemented in software ABAQUS. To validate the model, a laboratory test was performed on a slab track with a resilient mat. Then, a finite element model of the track-tunnel-soil system was built. The calculation results using the 3PVM was compared with those using Kelvin’s model and the test results. The results indicate that the 3PVM can better reflect the dynamic characteristics of resilient mat than Kelvin’s model, especially over 10 Hz. Compared with the test results, the 3PVM has an average error of 2.7 dB and a max error of 7.9 dB at 5 Hz. MDPI 2023-04-13 /pmc/articles/PMC10141997/ /pubmed/37109915 http://dx.doi.org/10.3390/ma16083078 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Xu, Zhuosheng
Sun, Xiaojing
Qiao, Chang
Wang, Tingting
Ma, Meng
Study on Modelling Method of Resilient Mat Used under Floating Slab Track
title Study on Modelling Method of Resilient Mat Used under Floating Slab Track
title_full Study on Modelling Method of Resilient Mat Used under Floating Slab Track
title_fullStr Study on Modelling Method of Resilient Mat Used under Floating Slab Track
title_full_unstemmed Study on Modelling Method of Resilient Mat Used under Floating Slab Track
title_short Study on Modelling Method of Resilient Mat Used under Floating Slab Track
title_sort study on modelling method of resilient mat used under floating slab track
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10141997/
https://www.ncbi.nlm.nih.gov/pubmed/37109915
http://dx.doi.org/10.3390/ma16083078
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