Study on temperature characteristics of multi-tower cable-stayed bridge
Temperature effects have a great influence on the mechanical behavior of cable-stayed bridges, especially for long-span bridges, which have significant time-varying and spatial effects. In this paper, the temperature characteristics of multi-tower cable-stayed bridge are obtained by data acquisition...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Polish Academy of Sciences
2023-12-01
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| Series: | Archives of Civil Engineering |
| Subjects: | |
| Online Access: | https://journals.pan.pl/Content/129789/PDF/art32_int.pdf |
| _version_ | 1827574979314581504 |
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| author | Liu Chengyuan Han Zhuowei Li Wei Zhao Lin |
| author_facet | Liu Chengyuan Han Zhuowei Li Wei Zhao Lin |
| author_sort | Liu Chengyuan |
| collection | DOAJ |
| description | Temperature effects have a great influence on the mechanical behavior of cable-stayed bridges, especially for long-span bridges, which have significant time-varying and spatial effects. In this paper, the temperature characteristics of multi-tower cable-stayed bridge are obtained by data acquisition with wireless acquisition module. The test results show that: the daily temperature-time curves of atmospheric temperature and structural temperature are similar to sinewaves with obvious peaks and troughs; structure temperature and atmospheric temperature have obvious hysteresis; longitudinal displacement, transverse displacement and vertical of mid-span beam are negatively correlated with atmospheric temperature; the temperature distribution of the cable tower is not uniform, and the maximum temperature difference of the section is 23.7°C considering 98% of the upper limit value; the longitudinal, transverse and vertical displacement of cable tower and the cable force is negatively correlated with atmospheric temperature, and the relationship between cable force and atmospheric temperature is a cubic function rather than linear function. |
| first_indexed | 2024-03-08T20:48:46Z |
| format | Article |
| id | doaj.art-6518709830a948a78e73c54a3305ccd7 |
| institution | Directory Open Access Journal |
| issn | 1230-2945 2300-3103 |
| language | English |
| last_indexed | 2024-03-08T20:48:46Z |
| publishDate | 2023-12-01 |
| publisher | Polish Academy of Sciences |
| record_format | Article |
| series | Archives of Civil Engineering |
| spelling | doaj.art-6518709830a948a78e73c54a3305ccd72023-12-22T14:05:44ZengPolish Academy of SciencesArchives of Civil Engineering1230-29452300-31032023-12-01vol. 69No 4https://doi.org/10.24425/ace.2023.147675Study on temperature characteristics of multi-tower cable-stayed bridgeLiu Chengyuan0https://orcid.org/0009-0004-3133-967XHan Zhuowei1https://orcid.org/0000-0002-6072-2887Li Wei2https://orcid.org/0009-0003-1565-7339Zhao Lin3https://orcid.org/0009-0008-1338-8960Shandong High-speed Group Co., Ltd., No. 0, Longding Road, Jinan, ChinaGeotechnical and Structural Engineering Research Center, Shandong UniversityShandong Expressway Jinan West Ring Road Co., Ltd, No. 15551, Jingshi Road, Jinan, ChinaShandong Expressway Jinan West Ring Road Co., Ltd, No. 15551, Jingshi Road, Jinan, ChinaTemperature effects have a great influence on the mechanical behavior of cable-stayed bridges, especially for long-span bridges, which have significant time-varying and spatial effects. In this paper, the temperature characteristics of multi-tower cable-stayed bridge are obtained by data acquisition with wireless acquisition module. The test results show that: the daily temperature-time curves of atmospheric temperature and structural temperature are similar to sinewaves with obvious peaks and troughs; structure temperature and atmospheric temperature have obvious hysteresis; longitudinal displacement, transverse displacement and vertical of mid-span beam are negatively correlated with atmospheric temperature; the temperature distribution of the cable tower is not uniform, and the maximum temperature difference of the section is 23.7°C considering 98% of the upper limit value; the longitudinal, transverse and vertical displacement of cable tower and the cable force is negatively correlated with atmospheric temperature, and the relationship between cable force and atmospheric temperature is a cubic function rather than linear function.https://journals.pan.pl/Content/129789/PDF/art32_int.pdfatmospheric temperaturecable-stayed bridgecable forcestructure displacement |
| spellingShingle | Liu Chengyuan Han Zhuowei Li Wei Zhao Lin Study on temperature characteristics of multi-tower cable-stayed bridge Archives of Civil Engineering atmospheric temperature cable-stayed bridge cable force structure displacement |
| title | Study on temperature characteristics of multi-tower cable-stayed bridge |
| title_full | Study on temperature characteristics of multi-tower cable-stayed bridge |
| title_fullStr | Study on temperature characteristics of multi-tower cable-stayed bridge |
| title_full_unstemmed | Study on temperature characteristics of multi-tower cable-stayed bridge |
| title_short | Study on temperature characteristics of multi-tower cable-stayed bridge |
| title_sort | study on temperature characteristics of multi tower cable stayed bridge |
| topic | atmospheric temperature cable-stayed bridge cable force structure displacement |
| url | https://journals.pan.pl/Content/129789/PDF/art32_int.pdf |
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