The Hu-Washizu variational principle for the identification of imperfections in beams

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This paper presents a procedure for the identification of imperfections of structural parameters based on displacement measurements by static tests. The proposed procedure is based on the well-known Hu-Washizu variational principle, suitably modified to account for the response measurements, which is able to provide closed-form solutions to some inverse problems for the identification of structural parameter imperfections in beams.
Lingua originaleEnglish
pagine (da-a)1259-1281
Numero di pagine21
RivistaInternational Journal for Numerical Methods in Engineering
Stato di pubblicazionePublished - 2008


All Science Journal Classification (ASJC) codes

  • Numerical Analysis
  • Engineering(all)
  • Applied Mathematics

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