Numerical models for the elastic halfspace dynamic response due to road traffic load

Due to the information technology development the numerical modelling in the traffic structures engineering finding the application. Even in the traffic effect on the geological environment and soil. It this case two mechanical systems are interactive and acting to each other. This special type of i...

Full description

Bibliographic Details
Main Authors: Papán Daniel, Papánová Zuazana
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201825104057
_version_ 1818970414395686912
author Papán Daniel
Papánová Zuazana
author_facet Papán Daniel
Papánová Zuazana
author_sort Papán Daniel
collection DOAJ
description Due to the information technology development the numerical modelling in the traffic structures engineering finding the application. Even in the traffic effect on the geological environment and soil. It this case two mechanical systems are interactive and acting to each other. This special type of interactive task is usually solves by using Finite Element Method (FEM). In both mechanical systems propagates the dynamic strength and strain effects. The Traffic Seismicity (TF) in the elastic half space is possible to solve in the time and the frequency domain. The paper contains theoretical approach of the two numerical simulations in the TS task. For this type of the FEM simulations the various numerical systems were used.
first_indexed 2024-12-20T14:36:06Z
format Article
id doaj.art-636c571168544e649c80d70e39530ecc
institution Directory Open Access Journal
issn 2261-236X
language English
last_indexed 2024-12-20T14:36:06Z
publishDate 2018-01-01
publisher EDP Sciences
record_format Article
series MATEC Web of Conferences
spelling doaj.art-636c571168544e649c80d70e39530ecc2022-12-21T19:37:26ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012510405710.1051/matecconf/201825104057matecconf_ipicse2018_04057Numerical models for the elastic halfspace dynamic response due to road traffic loadPapán DanielPapánová ZuazanaDue to the information technology development the numerical modelling in the traffic structures engineering finding the application. Even in the traffic effect on the geological environment and soil. It this case two mechanical systems are interactive and acting to each other. This special type of interactive task is usually solves by using Finite Element Method (FEM). In both mechanical systems propagates the dynamic strength and strain effects. The Traffic Seismicity (TF) in the elastic half space is possible to solve in the time and the frequency domain. The paper contains theoretical approach of the two numerical simulations in the TS task. For this type of the FEM simulations the various numerical systems were used.https://doi.org/10.1051/matecconf/201825104057
spellingShingle Papán Daniel
Papánová Zuazana
Numerical models for the elastic halfspace dynamic response due to road traffic load
MATEC Web of Conferences
title Numerical models for the elastic halfspace dynamic response due to road traffic load
title_full Numerical models for the elastic halfspace dynamic response due to road traffic load
title_fullStr Numerical models for the elastic halfspace dynamic response due to road traffic load
title_full_unstemmed Numerical models for the elastic halfspace dynamic response due to road traffic load
title_short Numerical models for the elastic halfspace dynamic response due to road traffic load
title_sort numerical models for the elastic halfspace dynamic response due to road traffic load
url https://doi.org/10.1051/matecconf/201825104057
work_keys_str_mv AT papandaniel numericalmodelsfortheelastichalfspacedynamicresponseduetoroadtrafficload
AT papanovazuazana numericalmodelsfortheelastichalfspacedynamicresponseduetoroadtrafficload