Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and Train
In order to study the dynamic response of bridge coupling caused by the overlapping of vehicle and railway dynamic loads, by using the time-domain samples of pavement irregularity compiled by MATLAB software and the secondary development function of ANSYS software, the vehicle, bridge, and train mod...
Saved in:
| Main Authors: | , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2022-01-01
|
| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/2022/1986593 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1849412635639939072 |
|---|---|
| author | Peng Wan Xiaoyan Lei Weibin Wu Qiongqing Hu Ling Wan Guilin Li |
| author_facet | Peng Wan Xiaoyan Lei Weibin Wu Qiongqing Hu Ling Wan Guilin Li |
| author_sort | Peng Wan |
| collection | DOAJ |
| description | In order to study the dynamic response of bridge coupling caused by the overlapping of vehicle and railway dynamic loads, by using the time-domain samples of pavement irregularity compiled by MATLAB software and the secondary development function of ANSYS software, the vehicle, bridge, and train models are established in ANSYS software at the same time, and the train supported beam bridge coupling program is compiled with MATLAB software. The model considers the influence of initial conditions and vehicle speed on the system before entering the bridge, the interaction between the coupled large-scale highway and railway bridge system, and the influence of different adverse factors on the system. The influence of a vehicle or train on the bridge structure when the vehicle or train passes through the continuous steel truss bridge under different factors is calculated, respectively, and the displacement and acceleration limits of the bridge are evaluated in combination with the corresponding specifications. |
| format | Article |
| id | doaj-art-5f6ff04da6834ea5973b20f2151ac5c7 |
| institution | Kabale University |
| issn | 1468-8123 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Geofluids |
| spelling | doaj-art-5f6ff04da6834ea5973b20f2151ac5c72025-08-20T03:34:22ZengWileyGeofluids1468-81232022-01-01202210.1155/2022/1986593Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and TrainPeng Wan0Xiaoyan Lei1Weibin Wu2Qiongqing Hu3Ling Wan4Guilin Li5Engineering Research Center of Railway Environmental Vibration and NoiseEngineering Research Center of Railway Environmental Vibration and NoiseJiangxi Transportation Research Institute Co.Jiangxi Transportation Research Institute Co.Jiangxi Transportation Research Institute Co.Jiangxi Transportation Research Institute Co.In order to study the dynamic response of bridge coupling caused by the overlapping of vehicle and railway dynamic loads, by using the time-domain samples of pavement irregularity compiled by MATLAB software and the secondary development function of ANSYS software, the vehicle, bridge, and train models are established in ANSYS software at the same time, and the train supported beam bridge coupling program is compiled with MATLAB software. The model considers the influence of initial conditions and vehicle speed on the system before entering the bridge, the interaction between the coupled large-scale highway and railway bridge system, and the influence of different adverse factors on the system. The influence of a vehicle or train on the bridge structure when the vehicle or train passes through the continuous steel truss bridge under different factors is calculated, respectively, and the displacement and acceleration limits of the bridge are evaluated in combination with the corresponding specifications.http://dx.doi.org/10.1155/2022/1986593 |
| spellingShingle | Peng Wan Xiaoyan Lei Weibin Wu Qiongqing Hu Ling Wan Guilin Li Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and Train Geofluids |
| title | Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and Train |
| title_full | Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and Train |
| title_fullStr | Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and Train |
| title_full_unstemmed | Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and Train |
| title_short | Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and Train |
| title_sort | simulation analysis of coupled structural vibration of highway railway combined bridge induced by overlapping action of vehicle and train |
| url | http://dx.doi.org/10.1155/2022/1986593 |
| work_keys_str_mv | AT pengwan simulationanalysisofcoupledstructuralvibrationofhighwayrailwaycombinedbridgeinducedbyoverlappingactionofvehicleandtrain AT xiaoyanlei simulationanalysisofcoupledstructuralvibrationofhighwayrailwaycombinedbridgeinducedbyoverlappingactionofvehicleandtrain AT weibinwu simulationanalysisofcoupledstructuralvibrationofhighwayrailwaycombinedbridgeinducedbyoverlappingactionofvehicleandtrain AT qiongqinghu simulationanalysisofcoupledstructuralvibrationofhighwayrailwaycombinedbridgeinducedbyoverlappingactionofvehicleandtrain AT lingwan simulationanalysisofcoupledstructuralvibrationofhighwayrailwaycombinedbridgeinducedbyoverlappingactionofvehicleandtrain AT guilinli simulationanalysisofcoupledstructuralvibrationofhighwayrailwaycombinedbridgeinducedbyoverlappingactionofvehicleandtrain |