Investigation on permanent deformation in steel-concrete composite beam bridge deck pavement under temperature-load coupling effect
Rutting is one of the common distresses observed in asphalt pavement, influenced by temperature and load conditions. To clarify the permanent deformation behavior of steel-concrete composite beam (SCCB) bridge deck pavement under temperature-load coupling effect and provide references for the distre...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Frontiers Media S.A.
2023-09-01
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| Series: | Frontiers in Materials |
| Subjects: | |
| Online Access: | https://www.frontiersin.org/articles/10.3389/fmats.2023.1284928/full |
| _version_ | 1797262523996569600 |
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| author | Jing Yang Liming Tan Xiangyu Qi Chenchen Zhang |
| author_facet | Jing Yang Liming Tan Xiangyu Qi Chenchen Zhang |
| author_sort | Jing Yang |
| collection | DOAJ |
| description | Rutting is one of the common distresses observed in asphalt pavement, influenced by temperature and load conditions. To clarify the permanent deformation behavior of steel-concrete composite beam (SCCB) bridge deck pavement under temperature-load coupling effect and provide references for the distress cause analysis, five typical SCCB bridge deck pavements were selected. The temperature distribution and the temperature stress of the pavement structures were analyzed by numerical simulation under periodic temperature variations. In addition, considering the daily variation in traffic volume, the permanent deformation of the five pavement structures were calculated under temperature-load coupling effect. Finally, the influence of heavy load on the development of rutting distress was also investigated. The results show that the temperature field and temperature stresses within the SCCB bridge deck pavement exhibit periodic variations under periodic temperature variations. Additionally, after 500,000 times of standard axle load application, “EA + SMA” exhibits the smallest permanent deformation and the best resistance to rutting distress under temperature-load coupling effect. Finally, heavy load conditions have a great influence on the permanent deformation of SCCB bridge deck pavement. In areas with severe rutting distresses, it is recommended to use “EA + SMA” pavement structure in SCCB bridge. |
| first_indexed | 2024-04-24T23:58:28Z |
| format | Article |
| id | doaj.art-8f38a361ca844fba9c01cc88485510c1 |
| institution | Directory Open Access Journal |
| issn | 2296-8016 |
| language | English |
| last_indexed | 2024-04-24T23:58:28Z |
| publishDate | 2023-09-01 |
| publisher | Frontiers Media S.A. |
| record_format | Article |
| series | Frontiers in Materials |
| spelling | doaj.art-8f38a361ca844fba9c01cc88485510c12024-03-14T10:51:12ZengFrontiers Media S.A.Frontiers in Materials2296-80162023-09-011010.3389/fmats.2023.12849281284928Investigation on permanent deformation in steel-concrete composite beam bridge deck pavement under temperature-load coupling effectJing Yang0Liming Tan1Xiangyu Qi2Chenchen Zhang3Yunnan Research Institute of Highway Science and Technology, Kunming, ChinaYunnan Research Institute of Highway Science and Technology, Kunming, ChinaYunnan Research Institute of Highway Science and Technology, Kunming, ChinaAnhui Water Conservancy Technical College, Hefei, ChinaRutting is one of the common distresses observed in asphalt pavement, influenced by temperature and load conditions. To clarify the permanent deformation behavior of steel-concrete composite beam (SCCB) bridge deck pavement under temperature-load coupling effect and provide references for the distress cause analysis, five typical SCCB bridge deck pavements were selected. The temperature distribution and the temperature stress of the pavement structures were analyzed by numerical simulation under periodic temperature variations. In addition, considering the daily variation in traffic volume, the permanent deformation of the five pavement structures were calculated under temperature-load coupling effect. Finally, the influence of heavy load on the development of rutting distress was also investigated. The results show that the temperature field and temperature stresses within the SCCB bridge deck pavement exhibit periodic variations under periodic temperature variations. Additionally, after 500,000 times of standard axle load application, “EA + SMA” exhibits the smallest permanent deformation and the best resistance to rutting distress under temperature-load coupling effect. Finally, heavy load conditions have a great influence on the permanent deformation of SCCB bridge deck pavement. In areas with severe rutting distresses, it is recommended to use “EA + SMA” pavement structure in SCCB bridge.https://www.frontiersin.org/articles/10.3389/fmats.2023.1284928/fullsteel-concrete composite beam bridgeasphalt pavementtemperature-load couplingmechanical responsepermanent deformation |
| spellingShingle | Jing Yang Liming Tan Xiangyu Qi Chenchen Zhang Investigation on permanent deformation in steel-concrete composite beam bridge deck pavement under temperature-load coupling effect Frontiers in Materials steel-concrete composite beam bridge asphalt pavement temperature-load coupling mechanical response permanent deformation |
| title | Investigation on permanent deformation in steel-concrete composite beam bridge deck pavement under temperature-load coupling effect |
| title_full | Investigation on permanent deformation in steel-concrete composite beam bridge deck pavement under temperature-load coupling effect |
| title_fullStr | Investigation on permanent deformation in steel-concrete composite beam bridge deck pavement under temperature-load coupling effect |
| title_full_unstemmed | Investigation on permanent deformation in steel-concrete composite beam bridge deck pavement under temperature-load coupling effect |
| title_short | Investigation on permanent deformation in steel-concrete composite beam bridge deck pavement under temperature-load coupling effect |
| title_sort | investigation on permanent deformation in steel concrete composite beam bridge deck pavement under temperature load coupling effect |
| topic | steel-concrete composite beam bridge asphalt pavement temperature-load coupling mechanical response permanent deformation |
| url | https://www.frontiersin.org/articles/10.3389/fmats.2023.1284928/full |
| work_keys_str_mv | AT jingyang investigationonpermanentdeformationinsteelconcretecompositebeambridgedeckpavementundertemperatureloadcouplingeffect AT limingtan investigationonpermanentdeformationinsteelconcretecompositebeambridgedeckpavementundertemperatureloadcouplingeffect AT xiangyuqi investigationonpermanentdeformationinsteelconcretecompositebeambridgedeckpavementundertemperatureloadcouplingeffect AT chenchenzhang investigationonpermanentdeformationinsteelconcretecompositebeambridgedeckpavementundertemperatureloadcouplingeffect |