INVESTIGATION OF BENDING BEHAVIOR OF CANTILEVER SQUARE BEAMS WITH CUF

Demirbaş M. D., Carrera E.

VI. International Scientific and Vocational Studies Congress – Engineering (BILMES EN 2021), Tokat, Türkiye, 23 - 26 Kasım 2021, ss.8

  • Yayın Türü: Bildiri / Özet Bildiri
  • Basıldığı Şehir: Tokat
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.8
  • Erciyes Üniversitesi Adresli: Evet

Özet

Abstract In this study, the bending behavior of isotropic cantilever square beams is investigated by using Carrera Unified Formulation (CUF) formulation, different beam theories, and different numerical integration techniques. CUF theory is a class theory of structures formulated with the finite element method. This theory provides one-dimensional (beam) and two-dimensional (plate and shell) theories that go beyond classical theory (Euler, Kirchhoff, Reissner, Mindlin, Love) and uses dense notation and expresses displacement fields. It also denotes areas of displacement on the section and along the thickness in terms of base functions of arbitrary form and order. With this dense notation, all finite element matrices and vectors are included in the elementary kernel. Thus, both the solution time is shortened and the problem can be solved with fewer degrees of freedom. In the results of this study, the stress components of the beam under the bending load are shown for different beam theories and beam elements, and accurate and time-efficient results are obtained with the CUF formulation. Keywords: Carrera Birleşik Formülasyonu, Kiriş teorileri, FEM, CUF.