Semi-analytical postbuckling strength analysis of anisotropic shell structures
An investigation of the forms of shell buckling has been the subject of many experimental and theoretical studies. On the basis of analysing of the forms of equilibrium it is possible to determine the stability of a structure as a whole, especially if a statistical analysis is used. The numerical an...
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| Published in | IOP conference series. Materials Science and Engineering Vol. 251; no. 1; pp. 12096 - 12101 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Bristol
IOP Publishing
01.10.2017
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| Subjects | |
| Online Access | Get full text |
| ISSN | 1757-8981 1757-899X |
| DOI | 10.1088/1757-899X/251/1/012096 |
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| Abstract | An investigation of the forms of shell buckling has been the subject of many experimental and theoretical studies. On the basis of analysing of the forms of equilibrium it is possible to determine the stability of a structure as a whole, especially if a statistical analysis is used. The numerical analysis of the shells considered is based on a semi-analytical treatment of displacement and stress field. This method is proven for static and dynamic nonlinear analysis of general shells of revolution and leads to important advantages in efficiency and accuracy compared with a common finite element analysis, especially in the case of geometrically imperfect shells. The method developed permits determination of stresses in a shell by means of an experimental deflection function. Failure criterion allows predicting the sites of fracture and maintenance of a shell upon loss of stability. |
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| AbstractList | An investigation of the forms of shell buckling has been the subject of many experimental and theoretical studies. On the basis of analysing of the forms of equilibrium it is possible to determine the stability of a structure as a whole, especially if a statistical analysis is used. The numerical analysis of the shells considered is based on a semi-analytical treatment of displacement and stress field. This method is proven for static and dynamic nonlinear analysis of general shells of revolution and leads to important advantages in efficiency and accuracy compared with a common finite element analysis, especially in the case of geometrically imperfect shells. The method developed permits determination of stresses in a shell by means of an experimental deflection function. Failure criterion allows predicting the sites of fracture and maintenance of a shell upon loss of stability. |
| Author | Brauns, J Skadins, U |
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| Cites_doi | 10.9790/1684-0952025 10.1007/BF02323088 10.4236/wjet.2015.34019 10.1016/j.compstruct.2014.12.013 10.1177/002199837100500106 |
| ContentType | Journal Article |
| Copyright | Published under licence by IOP Publishing Ltd 2017. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. |
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| DOI | 10.1088/1757-899X/251/1/012096 |
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| References | Malmeister A K (7) 1966 1 2 3 4 Brauns J (5) 1972 8 Goldenblat I (6) 1965 |
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| SubjectTerms | Anisotropic shells Finite element method Nonlinear analysis Numerical analysis Postbuckling Predictive maintenance Shell stability Shells of revolution Stability analysis Statistical analysis Stress distribution |
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| Title | Semi-analytical postbuckling strength analysis of anisotropic shell structures |
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