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Fundamental frequencies and buckling in pre-stressed parabolic arches

  • U. Eroglu
  • , G. Ruta*
  • *Bu çalışma için yazışmadan sorumlu yazar
  • University of Rome La Sapienza

Araştırma sonucu: Dergiye katkıMakalebilirkişi

9 Atıf (Scopus)

Özet

We operate a perturbation approach on the finite field equations for clamped slender arches with compact symmetric cross-section and parabolic centre curve under a uniform line load parallel to their symmetry axis. We study small vibration superposed on the relevant stress, assumed of membrane nature. We find the fundamental angular frequency in terms of the aspect ratio of the arch and of the pre-load; the possibility of buckling is examined. This is a first step towards monitoring such structures, and evaluating pre-loads and structural integrity by dynamic measurements.

Orijinal dilİngilizce
Sayfa (başlangıç-bitiş)104-118
Sayfa sayısı15
DergiJournal of Sound and Vibration
Hacim435
DOI'lar
Yayın durumuYayınlandı - 24 Kas 2018

Bibliyografik not

Publisher Copyright:
© 2018 Elsevier Ltd

Finansman

This work was done when U. Eroglu was Visiting Researcher at the Dipartimento d'ingegneria strutturale e geotecnica of the University of Rome “La Sapienza”, the support of which is gratefully acknowledged. G. Ruta acknowledges the support of the grants “ Progetto di ricerca d'Ateneo ” C26A15JLMP of “La Sapienza” (2015), and of the Italian grant PRIN 2015TTJN95 “Identification and monitoring of complex structural systems.” Both authors wish to thank professors Ekrem Tüfekci (Istanbul) and Achille Paolone (Roma) for fruitful discussions and valuable comments.

FinansörlerFinansör numarası
Foro Italico University of RomePRIN 2015TTJN95

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