Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational Method
The cable-stayed suspension bridge is one type of bridge that has been increasingly applied to bridge engineering, especially in cross-sea projects. However, the complex combined system of this type of bridge makes it quite difficult for researchers to make a quick decision of the parameter values d...
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| Format: | Article |
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MDPI AG
2022-07-01
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| Series: | Materials |
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| Online Access: | https://www.mdpi.com/1996-1944/15/14/4863 |
| _version_ | 1797433400416534528 |
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| author | Qian Feng Peng Wei Junbin Lou Daiwei Wang Jinbiao Cai Rongqiao Xu |
| author_facet | Qian Feng Peng Wei Junbin Lou Daiwei Wang Jinbiao Cai Rongqiao Xu |
| author_sort | Qian Feng |
| collection | DOAJ |
| description | The cable-stayed suspension bridge is one type of bridge that has been increasingly applied to bridge engineering, especially in cross-sea projects. However, the complex combined system of this type of bridge makes it quite difficult for researchers to make a quick decision of the parameter values during the design stage. The Hellinger–Reissner method is applied here to analyze the deformation and force of the structural members in the bridge. The advantage of this method is that the solving of deformation and force is independent of each other, which would enhance the accuracy of the final results. Different load conditions are also considered in the analysis. The results from the present method are compared with test results and finite element analysis, and show good agreements. It implies that the Hellinger–Reissner is a comparatively more efficient method to help designers choose the key parameters for cable-stayed suspension bridges. |
| first_indexed | 2024-03-09T10:16:29Z |
| format | Article |
| id | doaj.art-89e20a033f1e42b79f4215a667da0807 |
| institution | Directory Open Access Journal |
| issn | 1996-1944 |
| language | English |
| last_indexed | 2024-03-09T10:16:29Z |
| publishDate | 2022-07-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Materials |
| spelling | doaj.art-89e20a033f1e42b79f4215a667da08072023-12-01T22:22:58ZengMDPI AGMaterials1996-19442022-07-011514486310.3390/ma15144863Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational MethodQian Feng0Peng Wei1Junbin Lou2Daiwei Wang3Jinbiao Cai4Rongqiao Xu5Center for Balance Architecture, Zhejiang University, Hangzhou 310007, ChinaCenter for Balance Architecture, Zhejiang University, Hangzhou 310007, ChinaCenter for Balance Architecture, Zhejiang University, Hangzhou 310007, ChinaChina United Engineering Corporation Limited, Hangzhou 310051, ChinaCenter for Balance Architecture, Zhejiang University, Hangzhou 310007, ChinaCenter for Balance Architecture, Zhejiang University, Hangzhou 310007, ChinaThe cable-stayed suspension bridge is one type of bridge that has been increasingly applied to bridge engineering, especially in cross-sea projects. However, the complex combined system of this type of bridge makes it quite difficult for researchers to make a quick decision of the parameter values during the design stage. The Hellinger–Reissner method is applied here to analyze the deformation and force of the structural members in the bridge. The advantage of this method is that the solving of deformation and force is independent of each other, which would enhance the accuracy of the final results. Different load conditions are also considered in the analysis. The results from the present method are compared with test results and finite element analysis, and show good agreements. It implies that the Hellinger–Reissner is a comparatively more efficient method to help designers choose the key parameters for cable-stayed suspension bridges.https://www.mdpi.com/1996-1944/15/14/4863cable-stayed suspension bridgedesign stageHellinger–Reissner variational principledeformationforce |
| spellingShingle | Qian Feng Peng Wei Junbin Lou Daiwei Wang Jinbiao Cai Rongqiao Xu Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational Method Materials cable-stayed suspension bridge design stage Hellinger–Reissner variational principle deformation force |
| title | Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational Method |
| title_full | Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational Method |
| title_fullStr | Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational Method |
| title_full_unstemmed | Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational Method |
| title_short | Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational Method |
| title_sort | analytical model for early design stage of cable stayed suspension bridges based on hellinger reissner variational method |
| topic | cable-stayed suspension bridge design stage Hellinger–Reissner variational principle deformation force |
| url | https://www.mdpi.com/1996-1944/15/14/4863 |
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