A posteriori initial imperfection identification in shell buckling problems
The current research seeks to demonstrate that an inverse solution approach, leveraging nonlinear finite element analysis with a divide and conquer type stochastic search algorithm, can identify the presence of localized denting imperfections in cylindrical shell structures. This imperfection field...
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| Published in: | Computer methods in applied mechanics and engineering Vol. 198; no. 2; pp. 260 - 268 |
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| Main Authors: | , , |
| Format: | Journal Article |
| Language: | English |
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Elsevier B.V
01.12.2008
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| ISSN: | 0045-7825, 1879-2138 |
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| Abstract | The current research seeks to demonstrate that an inverse solution approach, leveraging nonlinear finite element analysis with a divide and conquer type stochastic search algorithm, can identify the presence of localized denting imperfections in cylindrical shell structures. This imperfection field identification is achieved using rather sparse displacement measurements taken at safe, service loading conditions. Both the existence and nature of the imperfection field present in a given shell structure instance are determined. These inferred imperfections are subsequently used to make reasonably accurate predictions regarding the actual shell structure strength at ultimate loading. |
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| AbstractList | The current research seeks to demonstrate that an inverse solution approach, leveraging nonlinear finite element analysis with a divide and conquer type stochastic search algorithm, can identify the presence of localized denting imperfections in cylindrical shell structures. This imperfection field identification is achieved using rather sparse displacement measurements taken at safe, service loading conditions. Both the existence and nature of the imperfection field present in a given shell structure instance are determined. These inferred imperfections are subsequently used to make reasonably accurate predictions regarding the actual shell structure strength at ultimate loading. |
| Author | Stull, Christopher J. Earls, Christopher J. Aquino, Wilkins |
| Author_xml | – sequence: 1 givenname: Christopher J. surname: Stull fullname: Stull, Christopher J. – sequence: 2 givenname: Christopher J. surname: Earls fullname: Earls, Christopher J. email: cje23@cornell.edu – sequence: 3 givenname: Wilkins surname: Aquino fullname: Aquino, Wilkins |
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| Cites_doi | 10.1016/S0020-7462(01)00098-1 10.1016/j.cma.2004.01.043 10.3934/dcdsb.2003.3.505 10.1002/nme.1620220312 10.1061/(ASCE)0733-9399(2004)130:8(867) 10.1002/pamm.200510103 10.1016/0898-1221(90)90272-L 10.1108/eb023562 10.1016/j.ijsolstr.2007.02.027 10.1016/j.cma.2007.03.014 10.1016/0045-7949(83)90101-3 10.1016/S0020-7462(01)00111-1 10.1002/nme.1620210213 10.1002/stc.202 10.2514/3.3919 10.1007/s00158-001-0167-x 10.1016/S0020-7462(01)00058-0 |
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| Keywords | Shell buckling Inverse problems Initial imperfections Stochastic search Probabilistic approach Ultimate limit Revolution shell Modeling Search algorithm Inverse problem Finite element method Displacement measurement Defect Cylindrical shell Non linear effect Buckling Divide and conquer method |
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| SubjectTerms | Buckling Computational techniques Exact sciences and technology Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Initial imperfections Inverse problems Mathematical methods in physics Physics Shell buckling Solid mechanics Stochastic search Structural and continuum mechanics |
| Title | A posteriori initial imperfection identification in shell buckling problems |
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