Structural behavior of stiffened steel silos subject to eccentric discharge pressures
Thin-walled cylindrical steel silos are extensively used in many industries and agricultural sectors for storing materials. Eccentric discharge is widely recognized as the most severe load case for steel silos. Accordingly, this paper aims to present the results of a finite element analysis of the b...
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| Published in | Journal of stored products research Vol. 114; p. 102741 |
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| Main Authors | , , , , , , , |
| Format | Journal Article |
| Language | English |
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Elsevier Ltd
01.09.2025
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0022-474X |
| DOI | 10.1016/j.jspr.2025.102741 |
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| Abstract | Thin-walled cylindrical steel silos are extensively used in many industries and agricultural sectors for storing materials. Eccentric discharge is widely recognized as the most severe load case for steel silos. Accordingly, this paper aims to present the results of a finite element analysis of the buckling strength of stiffened cylindrical silos during eccentric discharge under different pressure distribution proposals. The distribution patterns of Eurocode may lead to the lowest buckling loads. Subsequently, an extensive parametric analysis is carried out to verify the influence of various factors on the buckling behavior of the stiffened silo under eccentric discharge. Ultimately, based on the buckling stress design method of Eurocode, combined with parametric and regression analyses, the simple formula for calculating the stiffened steel silo buckling resistance is proposed.
•Buckling analysis of steel silos with ring and vertical stiffeners under eccentric discharge conditions.•Assessment of the effects of varying eccentric discharge pressures on the buckling behaviour of steel silos.•Identification of key sensitivity parameters affecting buckling loads through parametric analysis.•Proposal of an advanced calculation method for axial ultimate strength based on parametric and regression analyses. |
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| AbstractList | Thin-walled cylindrical steel silos are extensively used in many industries and agricultural sectors for storing materials. Eccentric discharge is widely recognized as the most severe load case for steel silos. Accordingly, this paper aims to present the results of a finite element analysis of the buckling strength of stiffened cylindrical silos during eccentric discharge under different pressure distribution proposals. The distribution patterns of Eurocode may lead to the lowest buckling loads. Subsequently, an extensive parametric analysis is carried out to verify the influence of various factors on the buckling behavior of the stiffened silo under eccentric discharge. Ultimately, based on the buckling stress design method of Eurocode, combined with parametric and regression analyses, the simple formula for calculating the stiffened steel silo buckling resistance is proposed.
•Buckling analysis of steel silos with ring and vertical stiffeners under eccentric discharge conditions.•Assessment of the effects of varying eccentric discharge pressures on the buckling behaviour of steel silos.•Identification of key sensitivity parameters affecting buckling loads through parametric analysis.•Proposal of an advanced calculation method for axial ultimate strength based on parametric and regression analyses. |
| ArticleNumber | 102741 |
| Author | Zhou, Lijian Wu, Yuqing Cao, Yong Yuan, Jun Wang, Lei Feng, Jun Sun, Weiwei Qi, Fu |
| Author_xml | – sequence: 1 givenname: Weiwei orcidid: 0000-0002-6060-5357 surname: Sun fullname: Sun, Weiwei email: sww717@163.com organization: School of Safety Science and Engineering, Nanjing University of Science & Technology, Nanjing, 210094, China – sequence: 2 givenname: Fu surname: Qi fullname: Qi, Fu email: 2212048542@qq.com organization: School of Safety Science and Engineering, Nanjing University of Science & Technology, Nanjing, 210094, China – sequence: 3 givenname: Jun surname: Yuan fullname: Yuan, Jun organization: School of Civil Engineering, Nanjing Forestry University, Nanjing, 210037, China – sequence: 4 givenname: Yong surname: Cao fullname: Cao, Yong organization: Sinoma International Engineering Co., Ltd., Nanjing, 211100, China – sequence: 5 givenname: Lei surname: Wang fullname: Wang, Lei organization: Sinoma International Engineering Co., Ltd., Nanjing, 211100, China – sequence: 6 givenname: Lijian surname: Zhou fullname: Zhou, Lijian organization: School of Safety Science and Engineering, Nanjing University of Science & Technology, Nanjing, 210094, China – sequence: 7 givenname: Yuqing surname: Wu fullname: Wu, Yuqing organization: School of Safety Science and Engineering, Nanjing University of Science & Technology, Nanjing, 210094, China – sequence: 8 givenname: Jun surname: Feng fullname: Feng, Jun email: jun.feng@njust.edu.cn organization: National Key Laboratory of Transient Physics, Nanjing University of Science & Technology, Nanjing, 210094, China |
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| Keywords | Eccentric discharge Steel silo Buckling Stability design equations Stiffener |
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| Title | Structural behavior of stiffened steel silos subject to eccentric discharge pressures |
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