Limit state equation and failure pressure prediction model of pipeline with complex loading
Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines subjected to a bending load or axial compression force, with some also looking at the failure pressure of corroded pipelines. However, there...
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| Vydáno v: | Nature communications Ročník 15; číslo 1; s. 4473 - 11 |
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| Hlavní autoři: | , , , , , |
| Médium: | Journal Article |
| Jazyk: | angličtina |
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London
Nature Publishing Group UK
25.05.2024
Nature Publishing Group Nature Portfolio |
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| ISSN: | 2041-1723, 2041-1723 |
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| Abstract | Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines subjected to a bending load or axial compression force, with some also looking at the failure pressure of corroded pipelines. However, there is currently a lack of limit state models for pressurized pipelines with bending moments and axial forces. In this study, based on the unified yield criterion, we propose a limit state equation for steel pipes under various loads. The most common operating loads on buried pipelines are bending moment, internal pressure, and axial force. The proposed limit state equation for intact pipelines is based on a three-dimensional pipeline stress model with complex load coupling. Using failure data, we investigate the applicability of various yield criteria in assessing the failure pressure of pipelines with complex loads. We show that the evaluation model can be effectively used as a theoretical solution for assessing the failure pressure in such circumstances and for selecting appropriate yield criteria based on load condition differences.
Assessing failure pressure is critical in determining pipeline integrity. In this study, based on the unified yield criterion, authors propose a limit state equation for steel pipes under various loads which can be converted into a series of failure pressure evaluation models for pipeline with different yield criteria. |
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| AbstractList | Abstract Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines subjected to a bending load or axial compression force, with some also looking at the failure pressure of corroded pipelines. However, there is currently a lack of limit state models for pressurized pipelines with bending moments and axial forces. In this study, based on the unified yield criterion, we propose a limit state equation for steel pipes under various loads. The most common operating loads on buried pipelines are bending moment, internal pressure, and axial force. The proposed limit state equation for intact pipelines is based on a three-dimensional pipeline stress model with complex load coupling. Using failure data, we investigate the applicability of various yield criteria in assessing the failure pressure of pipelines with complex loads. We show that the evaluation model can be effectively used as a theoretical solution for assessing the failure pressure in such circumstances and for selecting appropriate yield criteria based on load condition differences. Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines subjected to a bending load or axial compression force, with some also looking at the failure pressure of corroded pipelines. However, there is currently a lack of limit state models for pressurized pipelines with bending moments and axial forces. In this study, based on the unified yield criterion, we propose a limit state equation for steel pipes under various loads. The most common operating loads on buried pipelines are bending moment, internal pressure, and axial force. The proposed limit state equation for intact pipelines is based on a three-dimensional pipeline stress model with complex load coupling. Using failure data, we investigate the applicability of various yield criteria in assessing the failure pressure of pipelines with complex loads. We show that the evaluation model can be effectively used as a theoretical solution for assessing the failure pressure in such circumstances and for selecting appropriate yield criteria based on load condition differences. Assessing failure pressure is critical in determining pipeline integrity. In this study, based on the unified yield criterion, authors propose a limit state equation for steel pipes under various loads which can be converted into a series of failure pressure evaluation models for pipeline with different yield criteria. Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines subjected to a bending load or axial compression force, with some also looking at the failure pressure of corroded pipelines. However, there is currently a lack of limit state models for pressurized pipelines with bending moments and axial forces. In this study, based on the unified yield criterion, we propose a limit state equation for steel pipes under various loads. The most common operating loads on buried pipelines are bending moment, internal pressure, and axial force. The proposed limit state equation for intact pipelines is based on a three-dimensional pipeline stress model with complex load coupling. Using failure data, we investigate the applicability of various yield criteria in assessing the failure pressure of pipelines with complex loads. We show that the evaluation model can be effectively used as a theoretical solution for assessing the failure pressure in such circumstances and for selecting appropriate yield criteria based on load condition differences. Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines subjected to a bending load or axial compression force, with some also looking at the failure pressure of corroded pipelines. However, there is currently a lack of limit state models for pressurized pipelines with bending moments and axial forces. In this study, based on the unified yield criterion, we propose a limit state equation for steel pipes under various loads. The most common operating loads on buried pipelines are bending moment, internal pressure, and axial force. The proposed limit state equation for intact pipelines is based on a three-dimensional pipeline stress model with complex load coupling. Using failure data, we investigate the applicability of various yield criteria in assessing the failure pressure of pipelines with complex loads. We show that the evaluation model can be effectively used as a theoretical solution for assessing the failure pressure in such circumstances and for selecting appropriate yield criteria based on load condition differences. Assessing failure pressure is critical in determining pipeline integrity. In this study, based on the unified yield criterion, authors propose a limit state equation for steel pipes under various loads which can be converted into a series of failure pressure evaluation models for pipeline with different yield criteria. Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines subjected to a bending load or axial compression force, with some also looking at the failure pressure of corroded pipelines. However, there is currently a lack of limit state models for pressurized pipelines with bending moments and axial forces. In this study, based on the unified yield criterion, we propose a limit state equation for steel pipes under various loads. The most common operating loads on buried pipelines are bending moment, internal pressure, and axial force. The proposed limit state equation for intact pipelines is based on a three-dimensional pipeline stress model with complex load coupling. Using failure data, we investigate the applicability of various yield criteria in assessing the failure pressure of pipelines with complex loads. We show that the evaluation model can be effectively used as a theoretical solution for assessing the failure pressure in such circumstances and for selecting appropriate yield criteria based on load condition differences.Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines subjected to a bending load or axial compression force, with some also looking at the failure pressure of corroded pipelines. However, there is currently a lack of limit state models for pressurized pipelines with bending moments and axial forces. In this study, based on the unified yield criterion, we propose a limit state equation for steel pipes under various loads. The most common operating loads on buried pipelines are bending moment, internal pressure, and axial force. The proposed limit state equation for intact pipelines is based on a three-dimensional pipeline stress model with complex load coupling. Using failure data, we investigate the applicability of various yield criteria in assessing the failure pressure of pipelines with complex loads. We show that the evaluation model can be effectively used as a theoretical solution for assessing the failure pressure in such circumstances and for selecting appropriate yield criteria based on load condition differences. |
| ArticleNumber | 4473 |
| Author | Zhai, Ke-Jie Zhao, Hai-sheng Wang, Nian-nian Du, Xue-ming Fang, Hong-yuan Sun, Ming-ming |
| Author_xml | – sequence: 1 givenname: Ming-ming orcidid: 0009-0003-7487-4966 surname: Sun fullname: Sun, Ming-ming organization: School of Water Conservancy and Transportation, Zhengzhou University, National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety – sequence: 2 givenname: Hong-yuan surname: Fang fullname: Fang, Hong-yuan email: fanghongyuan1982@163.com organization: School of Water Conservancy and Transportation, Zhengzhou University, National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety – sequence: 3 givenname: Nian-nian surname: Wang fullname: Wang, Nian-nian organization: School of Water Conservancy and Transportation, Zhengzhou University, National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety – sequence: 4 givenname: Xue-ming surname: Du fullname: Du, Xue-ming organization: School of Water Conservancy and Transportation, Zhengzhou University, National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety – sequence: 5 givenname: Hai-sheng surname: Zhao fullname: Zhao, Hai-sheng organization: State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology – sequence: 6 givenname: Ke-Jie surname: Zhai fullname: Zhai, Ke-Jie organization: School of Water Conservancy and Transportation, Zhengzhou University, National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety |
| BackLink | https://www.ncbi.nlm.nih.gov/pubmed/38796488$$D View this record in MEDLINE/PubMed |
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| Snippet | Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized pipelines... Abstract Assessing failure pressure is critical in determining pipeline integrity. Current research primarily concerns the buckling performance of pressurized... |
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| SubjectTerms | 639/166/986 639/166/988 Axial compression Axial forces Bending moments Buried pipes Equations of state Failure analysis Humanities and Social Sciences Integrity Internal pressure Limit states Mechanical properties multidisciplinary Pipelines Pipes Prediction models Pressure Science Science (multidisciplinary) Steel pipes Yield criteria |
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| Title | Limit state equation and failure pressure prediction model of pipeline with complex loading |
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