Dynamic analysis of helicoidal bars with non-circular cross-sections via mixed FEM


Eratlı N., Yılmaz M., Darılmaz K., Omurtag M. H.

STRUCTURAL ENGINEERING AND MECHANICS, cilt.57, sa.2, ss.221-238, 2016 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 57 Sayı: 2
  • Basım Tarihi: 2016
  • Doi Numarası: 10.12989/sem.2016.57.2.221
  • Dergi Adı: STRUCTURAL ENGINEERING AND MECHANICS
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.221-238
  • Anahtar Kelimeler: mixed finite element, non-cylindrical helix, non-circular cross-sections, Poisson's equation, torsional moment of inertia, NONCYLINDRICAL HELICAL SPRINGS, FREE-VIBRATION ANALYSIS, FINITE-ELEMENT SOLUTION, TRANSFER-MATRIX METHOD, NATURAL FREQUENCIES, ARBITRARY SHAPE, COIL SPRINGS, TORSIONAL RIGIDITY, NONUNIFORM TORSION, CURVED BEAMS
  • İstanbul Teknik Üniversitesi Adresli: Evet

Özet

One of the objectives of this study is to implement the direct calculation of the torsional moment of inertia for non-circular cross-sections, which is based on the St. Venant torsion formulation and the finite element method. Recently the proposed method provides a unique calculation of the torsional rigidity of simply and multiply connected cross-sections. Next, free vibration analyses of cylindrical and non cylindrical helices with non-circular cross-sections are solved by a curved two-nodded mixed finite element based on the Timoshenko beam theory. Some thin-thick closed or open sections are handled and the natural frequencies of cylindrical and non-cylindrical helices are compared with the literature and the commercial finite element program SAP2000.