Determination of the truss static state by means of the combined FE/GA approach, on the basis of strain and displacement measurements

A real engineering inverse problem is considered in this paper, namely the recovery of the full static state of plane truss for Structural Health Monitoring (SHM) purposes. Available experimental data include strain or strain/displacement measurements done at few selected construction bars and nodes...

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Published inInverse problems in science and engineering Vol. 27; no. 11; pp. 1537 - 1558
Main Author Milewski, Sławomir
Format Journal Article
LanguageEnglish
Published Taylor & Francis 02.11.2019
Subjects
65Cxx
65Kxx
65Lxx
finite element method
genetic algorithms
Inverse truss analysis
load determination
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Abstract A real engineering inverse problem is considered in this paper, namely the recovery of the full static state of plane truss for Structural Health Monitoring (SHM) purposes. Available experimental data include strain or strain/displacement measurements done at few selected construction bars and nodes. All measurements are performed by means of sensors attached to the construction. The appropriate non-linear constrained optimization problem is formulated. Its numerical analysis is performed through the combination of the finite element method with genetic algorithms (FE/GA). Apart from the truss static load determination, the proposed approach may be applied to the identification of its bars with reduced tensile stiffness, as well as defective strain sensors. Moreover, the selection of the optimal number of strain sensors is considered. The work is illustrated with selected examples of truss analysis with various geometric complexity.
AbstractList A real engineering inverse problem is considered in this paper, namely the recovery of the full static state of plane truss for Structural Health Monitoring (SHM) purposes. Available experimental data include strain or strain/displacement measurements done at few selected construction bars and nodes. All measurements are performed by means of sensors attached to the construction. The appropriate non-linear constrained optimization problem is formulated. Its numerical analysis is performed through the combination of the finite element method with genetic algorithms (FE/GA). Apart from the truss static load determination, the proposed approach may be applied to the identification of its bars with reduced tensile stiffness, as well as defective strain sensors. Moreover, the selection of the optimal number of strain sensors is considered. The work is illustrated with selected examples of truss analysis with various geometric complexity.
Author Milewski, Sławomir
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  email: s.milewski@L5.pk.edu.pl
  organization: Institute for Civil Computational Engineering, Civil Engineering Department, Cracow University of Technology
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CitedBy_id crossref_primary_10_1016_j_compfluid_2022_105431
crossref_primary_10_1155_2020_9405018
crossref_primary_10_1080_17415977_2021_2016738
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SubjectTerms 65Cxx
65Kxx
65Lxx
finite element method
genetic algorithms
Inverse truss analysis
load determination
Title Determination of the truss static state by means of the combined FE/GA approach, on the basis of strain and displacement measurements
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